Design a W section for a beam of A36 steel Fy=248 Mpa to carry a uniform load of 293 kN/m on a simply supported span of 1.5 m. Assume lateral bracing is adequate for stability Pa. has Properties of W sections available W 12 x 27 W 12x 31 W 14 x 26 Wt of beam 394.9 N/m 453.4 N/m 380.27 N/m Area 5129 5890 4948 Depth (d) Flange width (b) Flange thickness (t) Web thickness (tw) Moment of inertia (1,) Section Modulus (S,) 303.78 165.02 307.09 165-74 352.81 127.64 10.16 11.81 10.62 6.02 673 648 84.9 x 10° mm 560.4 x 10 mm 99.5 x 10 mm 101.56 x 10° mm nmer 674.3x 10 mm 575.2 x 10 mm ht to bnan
Design a W section for a beam of A36 steel Fy=248 Mpa to carry a uniform load of 293 kN/m on a simply supported span of 1.5 m. Assume lateral bracing is adequate for stability Pa. has Properties of W sections available W 12 x 27 W 12x 31 W 14 x 26 Wt of beam 394.9 N/m 453.4 N/m 380.27 N/m Area 5129 5890 4948 Depth (d) Flange width (b) Flange thickness (t) Web thickness (tw) Moment of inertia (1,) Section Modulus (S,) 303.78 165.02 307.09 165-74 352.81 127.64 10.16 11.81 10.62 6.02 673 648 84.9 x 10° mm 560.4 x 10 mm 99.5 x 10 mm 101.56 x 10° mm nmer 674.3x 10 mm 575.2 x 10 mm ht to bnan
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design a W section for a beam of A36 steel Fy=248 Mpa to carry a uniform load of 293 kN/m on a simply supported span of 1.5 m. Assume lateral bracing is adequate for stability Pa. has Properties of W sections available W 12 x 27 W 12x 31 W 14 x 26 Wt of beam 394.9 N/m 453.4 N/m 380.27 N/m Area 5129 5890 4948 Depth (d) Flange width (b) Flange thickness (t) Web thickness (tw) Moment of inertia (1,) Section Modulus (S,) 303.78 165.02 307.09 165-74 352.81 127.64 10.16 11.81 10.62 6.02 673 648 84.9 x 10° mm 560.4 x 10 mm 99.5 x 10 mm 101.56 x 10° mm nmer 674.3x 10 mm 575.2 x 10 mm ht to bnan
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