two flate Fe 410 grade steel each 210mmx 8mm are to be joined using 16mm diameter 4.6 grade bolt to form a lab joint. the joint is supposed to transfer a factored load 240kn. design the joint and determined suitable pitch for the bolts
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Two flats (Fe 410 Grade Steel), each 210 mm x 8 mm, are to be jointed using 20 mm diameter, 4.6 grade bolts, to form a lap joint. The joint is supposed to transfer a factored load of 250 kN. Design the joint and determine suitable pitch for the bolts.
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Two flats (Fe 410 Grade Steel), each 210 mm × 8 mm, are to be jointed using 20 mm diameter, 4.6 grade bolts, to form a lap joint. The joint is supposed to transfer a factored load of 250 kN. Design the joint and determine suitable pitch for the bolts. Design joint B of a roof truss as shown in Fig. Ex. 5.8(i). The members are connected with 16 mm diameter bolts of grade 4.6 to the gusset plate 12 mm thick.
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