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balakonde21

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Top contributions by balakonde21

1
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1
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30k
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1
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Explain web bucking and web crippling in a beam
design and drawing of steel structures updated 2.1 years ago by DevarenjiniP • 3.1k
1
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0
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3.5k
views
0
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Determine the design bending strength of ISLB 350 @ 486 N/m.
design and drawing of steel structures updated 2.3 years ago by sagarkolekar ★ 11k
1
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0
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3.4k
views
0
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Design a built up column composed of two channel sections placed toe to toe. The column carries an axial factored load of 1475 kN. Effective length of the column is 10.1 m.
design and drawing of steel structures updated 2.3 years ago by sagarkolekar ★ 11k
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3.2k
views
0
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A column ISHB 350 at 661.2 n/m subjected to a compressive factored load of 1800kN. Design suitable bolted gusseted base. The base rests on M15 grade concrete pedestal.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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2.6k
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Design gusseted base for ISHB 350(medium) with $450mm\times 16mm$ cover plate one on each flange, the column carries an axial factored load of 2400KN.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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0
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2.5k
views
0
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Draw stress distribution diagram for plastic, compact, semi-compact and slender section.
design and drawing of steel structures updated 2.3 years ago by sagarkolekar ★ 11k
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2.4k
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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 2.3 years ago by sagarkolekar ★ 11k
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2.3k
views
0
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Design a built-up column with two channel sections which are placed face to face to support factored axial compressive load of 1600kN.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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0
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2.2k
views
0
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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 2.3 years ago by sagarkolekar ★ 11k
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2.1k
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0
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A beam ISMB 450 is transmits an end reaction of 250 KN (factored) to the flange of a column ISHB250@ 51 Kg/m.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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