Design all Tension members of the truss. Use A36 steel type. Dead Loads and Live loads...
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Design all Tension members of the truss. Use A36 steel type. Dead Loads and Live loads are shown in the Figure (P1, P2, P3) & given in the Table. EACH STUDENT HAS DIFFERENT DEAD AND LIVE LOADS. Use load combination 1.2PD + 1.6PL for LRFD. Use W-shape for the horizontal members and double angle shape for the other members. P1 P2 P3 P2 P1 5 ft -5@10 ft = 50 ft- Given: P2 124 LL. 80 % DL. P3 26 36 P1 Answer (Summary): Design all Tension members of the truss. Use A36 steel type. Dead Loads and Live loads are shown in the Figure (P1, P2, P3) & given in the Table. EACH STUDENT HAS DIFFERENT DEAD AND LIVE LOADS. Use load combination 1.2PD + 1.6PL for LRFD. Use W-shape for the horizontal members and double angle shape for the other members. P1 P2 P3 P2 P1 5 ft -5@10 ft = 50 ft- Given: P2 124 LL. 80 % DL. P3 26 36 P1 Answer (Summary):
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Answer rating: 100% (QA)
P 128 26 16x24 x 6448 K x26 16x 26x P 12x36 6x36x08 8928 ... View the full answer
Related Book For
Calculus Early Transcendentals
ISBN: 978-0321947345
2nd edition
Authors: William L. Briggs, Lyle Cochran, Bernard Gillett
Posted Date:
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