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Design And Drawing Of Steel Structures

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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 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by phenjoisilab • 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 4.2 years ago by phenjoisilab • 0
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A simply supported welded girder of span 12m is subjected to DL of 20K N/m and LL of 20K N/m excluding self weight. It is also subjected to two point load of 600K N at 4 m from each support.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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A simply supported welded girder of span 24 m is subjected to UDL of 50K N/m over the span excluding self weight.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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A truss is provide over an industrial building in the vicinity of Mumbai as shown in fig.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 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 4.2 years ago by phenjoisilab • 0
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A Design a bracket connection using 4.6 blank bolt of suitable size to transmit a factored load of 135kN.To the flange of a column ISHB 225.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by phenjoisilab • 0
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The Pratt type trusses of a factory building are spaced at 4 m c/c & purlins are spaced at 1.2m c/c. The pitch of the truss is 1/4 & the span of the truss is 10 m.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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Design a column using ISHB section. Column is of length 4.8m. Supports factored load of 700kN, the column is effectively held in position and direction at both the ends.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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A column [email protected] N/m strengthened with two cover plates of size 350 mm x 20 mm to carry factored axial load of 2000K N.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by rjran106 • 20
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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 4.2 years ago by rjran106 • 20
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Design beam B$_{1}$ and B$_{2}$ using ISMB section and beam to beam connection. Assuming top flange of beam to be embedded in slab. The flooring plan is shown.
design and drawing of steel structures updated 4.2 years ago by rjran106 • 20
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Take a section1_1 and calculate forces in members BC, FC and FG due to dead load, live load and wind load. Also design the members. Assume suction pressure on both slopes as 5 KN/m2.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by phenjoisilab • 0
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Provide suitable curtailment of flange plates. Also design welded connection between web and flange plates
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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The Pratt type trusses of a factory building are spaced at 4.5 m c/c & purlins are spaced at 1.4 m c/c
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by phenjoisilab • 0
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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 4.2 years ago by phenjoisilab • 0
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Also design the end batten & intermediate batten including their connection using black bolts of suitable size. Draw neat sketches i.e. plan & elevation.
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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Discuss various failure modes of compression member
design and drawing of steel structures updated 4.2 years ago by phenjoisilab • 0
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