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Design And Drawing Of Steel Structures

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Figure shows the typical framing plan of a steel building. Design beam B1 and B2 as laterally Supported. Use following data for the design.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Determine the load P that can be safely applied on the brake connection as shown. All the connection bolts are of 20 mm diameter and dimensions shown are in mm.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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A Draw stress distribution diagram for plastic, compact semi compact and slender section
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Draw neat sketches to show maximum structural details of a column.
design and drawing of steel structures updated 2.1 years ago by yashbeer ★ 11k
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Develop the equation for bending moment acting on a batten
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Design an unstiffened seat connection. Use 4.6 grade bolts and steel grade Fe 410.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Carry out section classification and hence find the design moment capacity of the beam Use tables of IS 800 to find required stresses
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Explain 1) Shear Lag Effect 2) Block Shear Failure
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Design shear force v is less than the design shear strength. The unsupported length of the beam is 3.0 Assume steel is grade Fe 415.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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The parapet wall of 230 mm thickness and 1.2 m in height is provided on all peripheral beam.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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A ISHB. 350@710N/m used as laterally unsupported beam over as pan of 5.3m, calculate lateral torsional buckling moment $(M_cr)$Considering $E=2X10^5 and G=76.92X10^3 N/mm^2 $
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Use following data-Imposed load=$3KN/m^2$Floor finish load =$1.5KN/m^2$. All beam support 150 mm thick wall, 3.5 m in height (Unit wt. $20N/m^3$)
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Determine the moment of resistance of a laterally unsupported beam ISLB 300 of effective span 4m
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Determine the moment of resistance of a laterally unsupported beam ISMB 400 of effective span 4m.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Use ISMB section to design beam assuming beam to be laterally supported throughout. For following data.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Use ISMB section to design beam assuming beam to be laterally supported throughout. For following data
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Figure show the typical framing plan of a steel building. Design beam B1 and B2 as laterally supported. Use following data for the design.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Also design the suitable slab base. Assume safe bearing pressure on concrete and soil as $6000KN/m^2$&$160KN/m^2$ respectively.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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A welded plate girder of 20 m in span and laterally supported throughout is simply supported at the ends. It has to support a load of 100K N/m (factored) including self weight.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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Design the typical principal rafter, main tie and an intermediate strut for the steel roof truss shown in figure.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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Design bolted bracket connection to support an end reaction of 240 KN due to factored load, the column section is ISHB [email protected]/m ,
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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A 10 mm thick bracket plate is connection to the flange of a column ISHB 250 @ 54.7Kg/m using 8bolts of 20 mm diameter of grade 4.6 as shown in figure.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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A truss as shown in fig is used for an industrial shed in Pune. The truss is covered with GI sheet. Calculate panel dead load, live load and wind load.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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Determine length of weld required to a tension to a member of roof truss, single ISA 100X100X8, subjected to a factored axial load of 200 KN,
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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A column consisting of [email protected] N/m carries axial factored load of 800K N. Design a square and rectangular slab base considering m15 concrete grade. Comment which one is economical.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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