Steel beam Design Excel sheet as per IS 800

Free Nationwide Delivery - Special Discount On Orders Over £500 - Order Onlin Looking For Design Sheet? Find It All On eBay with Fast and Free Shipping. Check Out Design Sheet on eBay. Fill Your Cart With Color today Design Of Steel Beam As Per Is 800 Xls. February 15, 2020 - by Arfan - Leave a Comment. Excel Sheet For The Design Of Rcc Beam As Per Is456 2000 With Deflection Check Msa. Fin Plate Connection Mec Ering Spreheets. A Design Parison Of Castellated Beam Between Is 800 1984 And 2007

Description. I have developed a excel spreadsheet for design of steel beam & column as per IS 800-2007. I want sefi members to go through this spreadsheet and give their observations. I have developed this spreadsheet to check the results of staad and also for understanding the new code. I have attached the spreadsheet below primary point of this undertaking is to set up a Microsoft Excel Spreadsheet which will involve an itemized configuration of Steel beam-columns for two distinctive steel codes. The two steel codes being the Indian Steel Code (IS 800-2007), and the American Steel Code (AISC 360-2010) Queries on IS:800-2007. Queries What shall be the slenderness ratio for the bracing members under Specially Concentric Brace frames? As per clause 12.7.2, slenderness ratio is 120 for OCBF. Clause : Bracing end connections shall be designed to withstand the minimum of 1.1*f*Ag and maximum force that can be transferred to the brace by the system. I feel, 1.1*f*Ag will always be higher The CivilWeb Steel Beam Design Spreadsheet Suite is a wide-ranging collection of powerful excel sheets for the design of steel beams in accordance with the Eurocode BS EN 1993 and AISC standards. The spreadsheets include pre-set details of thousands of steel sections from European and US standards in all typical steel section shapes including I. STEEL BEAM Design Spreadsheet (to EN 1993-1-1) Spreadsheet to analy se and design si mply supported British and European steel sections like UB, UC, PFC, IPE, IPN, HE, HL etc. It includes lateral tor sional buckling check therefore is a comprehen si ve and an essential too l for structural engi neer s

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i required excel spreadsheets with steel column design as per IS800, can anybody developed that ,can you share it. thanking you. regards. Ranga. Assigned to: rangass70 » raheem: dear sefians, plz any one can upload excel spread sheets for steel structures as per IS 800. Login or register to follow up On Wednesday 14 July 2021 we are 25559. BEAMCOL9 - Beam-Column Design per AISC 9th Edition ASD Beam-Column Design Sheet, EXCEL sheet download, download civil engineering sheets, AISC 9th Edition ASD calculator View all files of Structural Steel Design Count. AG Base Plate with Moment & Axial Compression. This Excel Sheet designs Base Plates for I-Shape Steel Columns. With Bending Moment & Axial Compression as per ASD. it covers both cases (Large & Small) Eccentricity. it can be used for any profile or BUS as it is not linked to profiles tables. Reference : AISC Design Guide # 1 - 2nd. Edition

Steel Beam Design - Easy to Use Calculator Too

DESIGN OF STRUCTURAL STEEL MEMBERS AS PER IS 800 : 2007 For Civil, Structural Engineers & Students Software is Easy to Learn, Interactive, Simple Moment / Shear Connection between Column & Beam. General Design : Shear Connection between Beam & Beam. Ordinary Bolt & High Strength friction Grip Bolt {HSFG} Bolt Capacity.. ENDPLMC9 is a spreadsheet program written in MS-Excel for the purpose of analysis and design of end plate moment connections per the AISC 9th Edition (ASD) Manual. Specifically the program can analyze both single 4-tension bolt and 8-tension bolt configurations, as well as the conditions of having moment connections on each side of the column. Beam Column Layout. The coefficient method refers to a rapid hand-system that can be used for computing the moments in two-way slabs supported with edge beams. This method was initially contained in the 1963 edition of the ACI code as a method for creating design of two-way slabs which are supported on all four sides through walls, steel beams. The design is done as per IS 800 - 2007, IS: 4923 - 1997, IS 806 - 1968 with the structural properties of steel tubes. obtained from IS 1161 - 1998 and IS: 4923 - 1997. Design of Top Chord Members of Vierendeel Trusses (using Hot Rolled Sections): Factored Axial Load, N = 5 T 4.6 m. Factored BM, M

FREE Lite version: Steel Beam to Beam Endplate Bolted Splice Connection Design to BS (1.0). The restriction in this free lite version is that you cannot change the company name nor the logo (shown in top left corner) - currently set to a made up company. Also you cannot change applied loads, steel grade etc. design of c beam. Design of beam in excel sheet web share 2018-05-30T08:34:00-07:00 5.0 stars based on 35 reviews design of beam example with excel sheet Download design of beam excel sheet the design of beams design of a beam example desig.. # Design a steel column for the loading as shown in figure as per IS 800 :1984, stlteel is F 250Fe250. 80 KN B Sol :‐ 5 KN/m 6 m Effective length for the propped cantilever column (l eff) l eff =0.8×l =4.8m Total Axial Load =(selfWt.+80)=(0.1×80+80)KN =88KN Maximum bending moment is at support A is : A KN m wl

For the design of beams, load to be carried by the beam, and effective span of the beam are known. The value of yield stress, f y for the structural steel to be used is also known. For the rolled steel beams of equal flanges as given in ISI Handbook no.1, the ratio of mean thickness of the compression flange (T=t f ) to the thickness of web. Software for STeel Design as per IS 800 : 2007 (Price: Rs.10,000/-)... SALIENT DETAILS OF SOFTWARE Introduction The Spreadsheets are intended to be used by qualified Civil and Structural Engineers who are familiar with the usage of Excel program, the provisions of IS 800 : 2007, and those who will evaluate the significance and limitations of its contents and take responsibility for its use and.

Types: RSJ/Universal Beams, Parallel Flange Channel

Steel Handrail Design & Embedded Post in Concrete. Short Description: Structural Engineers can use this spreadsheet to design handrails. It gives the ultimate loads (Moment & Shear) for handrail post connection Design of Flexural members- CV 610 -Design of steel structures-Theory MCN, Department of Civil Engineering, SJCE, Mysore Design of Beams A beam is a structural element that is capable of withstanding load primarily by resisting bending. The bending force induced into the material of the beam as a resul

www.facebook.co T2 = design thickness of insulation on rated beam (in) D2 = heated perimeter of the rated beam (in) SECTIONAL FACTORS FOR STEEL BEAMS Thickness of Coating Used on the Rated Steel Column Section (X1) Weight Per Foot of the Rated Steel Column Section (W1) Heated Perimeter of the Rated Steel Column Section at Interface with Coating (D1

Steel Beams - RSJ - Standard And Bespoke Size

Design_OF_Flush_Extended_End_Plate_Connections: The Excel sheet calculates the capacity of the moment connection. -The Excel sheet covers all the cases mentioned in the Design Guide 16. -All equations are based on Design Guide 16. Safwat E. Soliman 2018 07: Eccentric Bolted Connection with IC Here in this blog, you need to put the reactive forces in the attached excel sheet in the highlighted areas. Results for thickness of connection plate and bolt diameter with numbers will come automatically in the same sheet. Please find here design excel sheet for connection plate & bolts between column & rafter as per IS:800 (2007) from the.

Types: Fashion, Motors, Electronic

Steel beam design excel sheet as per is 800. I want sefi members to go through this spreadsheet and give their observations. Shear connection between beam beam. Steel beam to beam endplate bolted splice connection design to bs 1 0. I have developed a excel spreadsheet for design of steel beam column as per is 800 2007 specification number. std-6102-a03 steel column design aker kvaerner powergas (as per is 800:1984). rev : 0 client: sheet no : 1 of 6. steel column design (as per is 800:1984) workbook. revision 0 issued for design prepd. by/date vvt/30.06.06 chkd. by/date snb/30.06.06 appd. by/date cfs/30.06.06 c930034 r3 v n specification number std-6102-a03 revision record sheet aker kvaerner powergas r e c. Steel Beam Design Spreadsheet to Eurocode 3. A powerful and easy to use spreadsheet for designing steel beams to Eurocode 3. Covers UK and EU sections sizes. Essential spreadsheet for designing steel beams in accordance with European Standard, now in force throughout Europe. The spreadsheet, due to its form, easy input and clear output reduces. Design Of Steel Compression Members (According To Is: 800) Shaiv Parikh B.E.- Sardar Vallabhbhai Patel Institute of Technology — Vasad (Affiliated with GTU) ABSTRACT Compression members are very important components for any building. All the kinds of loads such as dead load or live load are ultimatel LRFD DESIGN STEEL SECTION (EXCEL SHEET) LRFD DESIGN STEEL SECTION (EXCEL SHEET) h-badawy (Structural) (OP) 25 Jul 16 08:49. Dear experts the attachment is excel sheet for design beams and columns section i need your help for review thank you . Thank you

Under the steel economy programme, a rational, efficient and economical series of Indian Standards on beam sections, chanr.el sections and angle sections was evolved in 1957 and IS 808 : 1957 was published covering junior, light weight, medium weight, wide flange and heavy weight beam sections RECTBEAM is a spreadsheet program written in MS-Excel for the purpose of analysis/design of rectangular beam or column sections. Specifically, the required flexural reinforcing, ultimate moment capacity, bar spacing for crack control, moments of inertia for deflection, beam shear and torsion requirements, and member capacity for flexure (uniaxial and biaxial) with axial load are calculated STIFFNER is a spreadsheet program written in MS-Excel for the purpose of analysis of steel beams subject to concentrated loads. Specifically, web yielding, web crippling, and web buckling criteria are checked to determine if web stiffeners are required to resist the concentrated load. If stiffeners are required, the stiffener size and weld. This instruction set describes how to design a structural steel beam in an attempt to satisfy the curiosity of the reader. In order to complete this goal, all steps were listed and explained in logical order. We started by determining the loads acting on the beam based upon the building's use design spreadsheet needs information for different steel sections, the most effi-cient way to get this information is to link the design spreadsheet to the AISC Database, which is available for $60 in either U.S. or metric units (call 312-670-5444). This database stores the dimensions and properties for each steel section list

Design sheet - Fantastic prices on Design Shee

  1. Abstract: In this project work it is proposed to carry out the design of an industrial steel storage shed by limit state method based on IS 800-2007 (LSM) and comparing the results with the same obtained by working stress method based on IS 800
  2. DESIGN CHECKS FOR SPAN 1 Flange Class : 1 Web Class : 1 Section Class : 1 Span length: 6.000 m Eff Length : 6.000 m Vertical forces only with full load factors: BS 5950 : Part 1 : 1990 4.8.3 a) Local Capacity check Lcc = F Ag Py Mx Mcx My. Mcy + + = 0.000 13 217.606 0.300 253.237 508.173 0.000 × 182.838 + + = 0.4983 O
  3. 53:134 Structural Design II My = the maximum moment that brings the beam to the point of yielding For plastic analysis, the bending stress everywhere in the section is Fy , the plastic moment is a F Z A M F p y ⎟ = y 2 Mp = plastic moment A = total cross-sectional area a = distance between the resultant tension and compression forces on the cross-section a
  4. corresponding design strength in member under axial tension is given by Tdg = fy Ag /γm0 (1) Where, fy is the yield strength of the material (in MPa), Ag is the gross area of cross section and γm0 is the partial safety factor for failure in tension by yielding. The value of γm0 according to IS: 800 is 1.10. 2.2 Plates under Tensio

IS 800-2007 STEEL CODE.pdf. IS 800-2007 STEEL CODE.pdf. Sign In. Details. Steel Beam Calculator is proud to be a member of the Steel Construction Institute Beautifully detailed calculations with full workings Our detailed calculation reports include a design summary, full workings, shear force, bending moment and deflection diagrams, beam details, loadings, end reactions, safety factors, lateral support details and a. Coyote Steel & Co. 2030 Cross Street Eugene, Oregon 97402 USA No. 1 Handbook of STEEL SIZES & WEIGHTS For Industry Phone: 541-461-2060 Toll-free: 1-800-553-024

Spreadsheets can do basic calculations such as cost estimates, schedule and cost control, and markup estimation, as well as structural calculations of reactions, stresses, strains, deflections, and slopes. Spreadsheets can solve complex problems, create charts and graphs, and generate useful reports. This paper highlights the use of Excel. So far working stress method was used for the design of steel structures. Nowadays whole world is going for the limit state method which is more rational. Indian national code IS:800 for the design of steel structures was revised in the year 2007 incorporating limit state method. This book is aimed at training the students in using IS: 800 2007 for designing steel structures by limit state method Spreadsheets can do basic calculations such as cost estimates, schedule and cost control, and markup estimation, as well as structural calculations of reactions, stresses, strains, deflections, and slopes. Spreadsheets can solve complex problems, create charts and graphs, and generate useful reports Fig.2 Robertson's Design Curve Robertson evaluated the mean values of α for many sections as given in Table 1: Table1: α values Calculated by Robertson Column type α Values Beams & Columns about the major axis Rectangular Hollow sections Beams & Universal columns about the minor axis Tees in the plane of the stem 0.0012 0.0013 0.0020 0.002

Design Of Steel Beam As Per Is 800 Xls - New Images Bea

ARCH 331 Note Set 18 F2015abn 307 Steel Design Notation: a = name for width dimension A = name for area Ab = area of a bolt Ae = effective net area found from the product of the net area An by the shear lag factor U Ag = gross area, equal to the total area ignoring any holes Agv = gross area subjected to shear for block shear ruptur The design of all structural steel work such as roof trusses, steel sheds, pipe racks, pipe bridges, tank supporting platforms, stairs, ladders, walkways, crane girders, steel enclosures etc. will be carried out in accordance with IS: 800-2007

Design of steel beam and column as per IS800-2007

BEAM DIAGRAMS AND FORMULAS 3-213 Table 3-23 Shears, Moments and Deflections AMERICAN INSTITUTE OF STEEL CONSTRUCTION . 3-214 DESIGN OF FLEXURAL MEMBERS Table 3-23 {continued) Shears, Moments and Deflections 4. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTE P:\Pub\Pub800\Sign_off\P252\P252V02d08.doc iii Printed 06/09/04 FOREWORD Single-span steel portal frames are a common form of construction for single-storey buildings in the UK, but there is relatively little published guidance on the design of suc 6600 • 6610‐Steel Construction BMA Engineering, Inc. - 6000 1 • 6620/6630 ‐NUREG‐0800 / RG 1.94 6300. Design ‐ 6320. Structural Steel Connections, Joints and Details • General Provisions (Section NJ1) • Types of Structural Welds and Their Applications (Section NJ2 and AISC Manual Part 8 CE 405: Design of Steel Structures - Prof. Dr. A. Varma EXAMPLE 3.1 Determine the buckling strength of a W 12 x 50 column. Its length is 20 ft. For major axis buckling, it is pinned at both ends. For minor buckling, is it pinned at one end an T Beam Design Tool Excel Sheet. T Beam designing tool in Microsoft excel using macros developed by Shankar Tayal a 3rd year student of school of infrastructure, Indian Institute of Technology,Bhubaneswar. INPUTS: Depth of the web Depth of the flange Design Moment Grade of concrete ( M15 or M20 ) grade of steel ( Fe 250 or Fe 415 or Fe 500.

  1. Excel Spreadsheet Design for Engineering Calculations. March 2021. I adore creating Excel spreadsheets. Over the course of my academic and professional careers, I have learned a lot both from demanding teachers as well as helpful friends, and my Excel skills have improved immensely. These are some examples of work I've
  2. The effective cover is 40mm. The span of the beam is 56m and the grade of concrete and steel are M25 and Fe415 respectively. (a) Check whether deflection criteria is satisfied as per IS codal provision. (b) Check the deflection criteria if beam length 56m. f ck 25 N / mm 2 f y 415 N / mm 2 Soln
  3. g calculations of steel columns. The users can utilize it toward slender sections

Is800 2007 Structural Load Beam (Structure

This blog will help you to design connection between rafter to rafter with the customized excel sheet.It will help you to take design output very fast. Feel the structure-MSA For designing steel structures, design of connection plates and bolts and welding are essential part.Normally, in pre-engineered or conventional steel building, we have to assemble structural [ Telugu. 1. Lecture 1 : Introduction to Design of Steel Structures (Limit State Method) Download. 2. Lecture 2: Steel as a Structural Material. Download. 3 These design tools are now available through the Steel Tube Institute under Products - Resources - Design Aids. Spreadsheet tools that are available include the design of a WF Beam to HSS Column Shear Connection, a WF Beam to HSS Column Moment Connection, and an HSS to HSS truss connection To facilitate, at an early stage in the design, an assessment of whether the calculated design moment at a joint can be transferred by a reasonably sized connection, indicative connection resistances are provided in Appendix B. 1.2 EUROCODE 3 Design of connections in steel structures in the UK is covered by BS EN 1993-1-8[1] and its National.

The ready template of the design estimate sheet makes it easier to work on. The user friendly feature of the spreadsheet along with automated functions reduces the unnecessary hard work. Keyword for this page: beam splice welded connection design, beam splice design example, steel beam to column connection design example CISC Guide for the Design of Crane-Supporting Steel Structures 2nd Edition. CISC Crane Guide. AISC Design Guide 7: Industrial Buildings-Roofs to Anchor Rods 2nd Edition. AISC Design Guide 7. CMAA 70-04 Specifications for Top Running Bridge and Gantry Type Multiple Girder Electric Overhead Traveling Cranes. CMAA 70-04 Design of steel-to-concrete joints, Design manual I Although all care has been taken to ensure the integrity and quality of this publication and the information herein, no liability is assumed by the project partners and the publisher for any damage to property or persons as a result of the use of this publicatio Design of Beam (Examples and Tutorials) by Sharifah Maszura Syed Mohsin Example 1: Simply supported beam design - Rectangular Therefore basic span-effective depth ratio , l/d = 16.38 Modification factor for steel area provided, - Tension = As prov / As req = 943 / 751 = 1.26 < 1.5 Therefore allowable span effective depth, (l/d) allowable (l/

Steel Beam Design Spreadsheet - CivilWeb Spreadsheet

CE 405: Design of Steel Structures - Prof. Dr. A. Varma 5.2 BOLTED SHEAR CONNECTIONS • We want to design the bolted shear connections so that the factored design strength (φ Rn) is greater than or equal to the factored load. • So, we need to examine the various possible failure modes and calculate the corresponding design strengths 43. 54 Clause Page No:49-IS 456-2000 Cover to reinforcementCover to reinforcement For a longitudinal reinforcing bar in a column, the nominal cover shall not be less than 40mm, nor less than the diameter of such bar. In the case of columns of minimum dimension of 200mm or under, whose reinforcing bars does not exceed 12mm, a cover of. CIVL 4135 119 Compression Reinforcement 6.3. Nominal Resisting Moment When Compression Steel Yields b Ts >Á y Á y Á u =0.003 0.85f c′ Cc Cs As A's Cc a A s′f y A s′f y 0.85f c′ a + Doubly Reinforced Rectangular Beam T s =(A s −A s′)f

of anchorage design that is not easily designed by ASD is the embedment of anchor rods into concrete. This is due to the common use of ACI 318 Appendix D, which is exclu-sively based on the strength approach (LRFD) for the design of such embedment. Other steel elements of the foundation system, including the column base plate and the sizing o By using these two calculators, you can easily calculate the weight of H-beam and I-beam. Of course, for more calculations of different metal weights, you can refer to the following article. Theoretical Metal Weight Calculation Formula (30 Types of Metals) In addition, we also made a press brake tonnage calculator and press force calculator. If. Example on the Design of Steel Roof Trusses. To illustrate this, a simple design example has been presented. The skeletal structure of a roof system (18.0m long and 7.2m wide) is as shown in the Figure below. The truss is made up of Howe Truss configuration spaced at 3m intervals Table of design material properties for structural steel Description: Design aid - Table of design material properties and mechanical properties for structural steel including density, yield strength f y, ultimate strength f u and elastic modulus E According to: EN 1993-1-1:2005+AC2:2009 Sections 3.2.1, 3.2.6 Added on: 09 October 201

Design of Slab (Two Way) Excel Sheet. Design Spreadsheets. The specified design strength of the concrete, is 25 MPa () and the specified yield strength of the reinforcement, fy , is 400 MPa. The unit weight of reinforced concrete is assumed to be 24 kN/m3. Effective depth d= Span / ( (L/d)Basic x modification factor) For obtaining modification. Need a quick way to get your calcs? Suitable for Building Regulation permissible stresses in compression as per IS:800 for different end conditions. Analysis and Design of axially loaded single section steel column Types of column bases (Descriptive only) Beam and column, frame and seated connections (descriptive only, no design) 2nd sessional test Beams:- Analysis and design of single section simply supported.

List of recommended structural excel engineering design spreadsheets. Spreadsheets and structural engineering calculators including structural engineering calculation for reinforced concrete, steel, stability, loads, retaining wall application of these new provisions to the design of straight steel I-section section flexural members is illustrated through the design example presented herein. The example illustrates the design of a typical three-span continuous straight steel I-girder bridge with spans of 140′-0″ - 175′-0″ - 140′-0″ M. Korashy ii Sy (cm 3): Elastic modulus of section about Y-Y axis. Sy upper flange (cm 3): Elastic modulus of upper flange about Y-Y axis. t (mm): Thickness of flange, or Wall thickness. tG (mm): Thickness of gusset plate. u1, u2 (cm): Distance between outer fibers of an angle to V-V axis. Um (m 2/m\): Surface area per unit length. Ut (m 2/t): Surface area per unit weight DCT/V2/02-2004 ASI: DESIGN CAPACITY TABLES FOR STRUCTURAL STEEL 5-17 VOLUME 2: HOLLOW SECTIONS 5.3.2 Design Member Moment Capacity Designers must ensure that the design bending moment (M*) ≤ φMb for all beam segments.The tabulated values of design member moment capacity (φMb) are determined in accordance with Clause of AS 4100 as

The steel beams (sections) classification mostly used in Europe. I-beams (I-shaped cross-section). IPE - European steel i-beams have parallel flange surfaces and height 80-600 (mm): according to Euronorm 19-57; Tolerances: EN10034:1993. Also, manufacturers supply additional range of IPE from 80 mm to 750 mm height Designing a steel beam is not as complicated as you may think. There are essentially 6 Steps to design most steel beams: Material - Choose the appropriate grade of steel for the beam you will be designing. Shape - Select the shape of steel beam you would like to design. Span - Enter the distance you are trying to span Example 1 - Calculating the stability of steel column pinned at both ends and subjected to an axial compressive load. Example 2 - Calculating the design and allowable compressive strength per LRFD and ASD. Example 3 - Checking local stability for a wide flange column under compression. Example 4 - Calculating the local buckling compressive. Slab/Lintel: Minimum percentage of steel =0.7% ∴Quantity of steel = (0.7/100) x 1 = 0.007 m³ Weight of steel = 0.007 x 7850 = 54.95≊55 kg/m³ Maximum percentage of steel =1.0% ∴Quantity of steel = (1.0/100) x 1 = 0.01 m³ Weight of steel = 0.01 x 7850 = 78.5 kg /m³ Beam: Minimum percentag

$ eL7 A` e@ . e Q ^ @ 333333 ? r eH z @ ^333333 ? $ 'Yield stress of steel (ksi) & 'Ultimate stress of steel (ksi) 'Gross area of W (in^2) 'Depth of W (in) 'Thickness of web (in) 'Width of flange (in)V $ 'Thickness of flange = (in) 'Diameter of bolts (in) * 'dist from cl of hole to edge of W& 'bolt spacing (in)e 4 'dist from CL of first hole. Choose an approximate size of steel I beam from a standard I beam table. Find out the area moment of inertia (say I) of the selected steel I beam. Get the beam depth (say d) of the selected steel I beam. Now use the following formulae for calculating stress developed (f) in the beam: f/(d/2)=M/ I. f is the bending stress. M - the moment at the. Beam-to-beam Column bases. Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Eurocodes - Design of steel buildings with worked examples Brussels, 16 - 17 October 2014 Characterization (4) - component method 0,9 0,9 800 157 10 90,43 1,25 ub s t Rd Mb fA F kN J u u u 3, 0,6 0,6 800 157 10 (shear. to thick, uneconomical steel plates. A minimized steel consumption for this joint may be achieved by approaching the plastic design. A plastic distribution of the internal forces for calculations at the ultimate limit state is adopted for the design of column bases in EN 1993-1-8. 3. Eurocode 3 Design Model for Base Plates 3.1

a) Title has been modified and the word 'low' has been deleted, keeping in view the grades of steel contained in the standard. Requirements of low tensile structural steel are covered in IS 15911 : 2010 'Structural steel (ordinary quality) — Specification'. b) Amendment No. 1 has been incorporated with suitable modifications So, if we assume a column size of 300 mm x 600 mm with 1% steel and 2.55 (why 2.55 so, 3m column hight - beam size) meters standard height, the self-weight of the column is around 1000 kg per floor, that id equal to 10 kN. Volume of Concrete = 0.30 x 0.60 x 2.55 =0.459 m³; Weight of Concrete = 0.459 x 2400 = 1101.60 k Highlighted fields represent the most commonly used and readily available steel grades. ** HISTAR only available in some sizes. Available Steel Grades Splicer and H-Pile Point Delivery Conditions & Tolerances ASTM A6 Mass ± 2.5% Length§ 30 Feet and Under ± 0.375 inches Over 30 Feet + (0.375 inches + (length - 30)/80) - 0.375 inche Cold-Formed Steel Design Manual . consists of six Parts. This contains (a) tables and charts to aid in beam design, and (b) beam design example problems. Product Classification -Cold-Rolled Sheet Steel. Width, w i Thickness, t in. in. Carbon Steel HSLA steel 2 ≤w ≤12 12<w 0.014 ≤t ≤0.08 Profile Dimensions, mm Weight Section area h b s t kg/m cm2 HEB 100 100 100 6 10 20,4 26,0 HEB 120 120 120 6,5 11 26,7 34,0 HEB 140 140 140 7 12 33,7 43,0 HEB 160 160 160 8 13 42,6 54,3 HEB 180 180 180 8,5 14 51,2 65,3 HEB 200 200 200 9 15 61,3 78,1 HEB 220 220 220 9,5 16 71,5 91,0 HEB 240 240 240 10 17 83,2 106 HEB 260 260 260 10 17,5 93,0 118 HEB 280 280 280 10,5 18 103 131 HEB 300 300 300.