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Design And Drawing Of Steel Structures

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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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Determine the design bending strength of ISLB 350 @ 486 N/m.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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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 2.4 years ago by sagarkolekar ★ 11k
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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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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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Draw stress distribution diagram for plastic, compact, semi-compact and slender section.
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 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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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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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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Find the panel point for given roof truss for DL, LL and WL and design member AB, AC and BC. The structure is situated in Mumbai industrial area with rise 1/4.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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A built up column consist of an ISHB 450 @ 87.2 Kg/m along with a cover plate of 400 mm x 20 mm, attached to each flange using black bolts of suitable size.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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Determine capacity of two ISMC 300 @ 351.2N/m which are provided back to back with effective height of column as 6200mm
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Discuss various failure modes of compression member
design and drawing of steel structures updated 2.1 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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The beam ISLB 325 @431 N/m has a factored end reaction of 160 KN. It is connected to the flange of a column ISHB 300@630N/m.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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Design single lacing system with tie plates at each end. Draw neat sketches to show details. Use 4.6 grade 20mm dia. Bolts for the connections.
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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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 column of ISMB @ 300 N/m carries factored end reaction of 200k N due to a beam. Design welded bracket connection with an eccentricity of 175 mm.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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A column ISHB 350@661N/m carries axial compressive factored load of 1850kN, Design suitable bolted gusseted base to rest on concrete pedestal with bearing capacity $10000N/m^2$ and bolt diameter 20mm
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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A Design a built up column 9m long to carry a factored axial compressive load of 1100kN. The column is restrained in position but not in direction at both ends.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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The flooring system of an industrial shed is planned as shown in the figure. Design beam SB$_{1}$ and MB$_{1}$ and a beam to beam connection between them with top flange of beam at same level.
design and drawing of steel structures updated 2.1 years ago by RakeshBhuse • 3.2k
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A welded plate girder of span 25 m is laterally supported throughout and required to carry superimposed udl 100 KN/m over the entire span.
design and drawing of steel structures updated 2.4 years ago by sagarkolekar ★ 11k
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The steel for the flange and web plates is of grade Fe 410 Design the cross section, the end load bearing stiffener and connections.
design and drawing of steel structures updated 2.1 years ago by sagarkolekar ★ 11k
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