Please answer with complete details. Thank you. Problem #1A W 18 x 40 beams are spaced at 2.4 m. oncenter. The beams are simply supported on aspan length of 9 m. and support a 150 mmthick reinforced concrete slab. Assume A 36steel and full lateral support of thecompression flange. Unit weight of concrete is24 kN/m³ Use LRFD method of analysisbytykh = 393.7 mmdProp. of W 18 x 40(wt. of beam = 60 kg/m)A = 7613 mm2O Determine the design flexural strengthof the beam.d = 454.66 mmtr = 13.34 mm® Determinedistributed nominal live load imposedon the beam.theallowableuniformbf = 152.78 mmtw = 8 mmSx = 1121 x 103 mm³Determine the required shear strengthof the beam. Use ø = 0.90Zx = 1285 x 103 mm³Fy = 248 MPaU = 1.2 D + 1.6 L

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Problem #1 A W 18 x 40 beams are spaced at 2.4 m. on center. The beams are simply supported on a span length of 9 m. and support a 150 mm thick reinforced concrete slab. Assume A 36 steel and full lateral support of the compression flange. Unit weight of concrete is 24 kN/m3 Use LRFD method of analysis br ty k h = 393.7 mm d Prop. of W 18 x 40 (wt. of beam = 60 kg/m) A = 7613 mm2 O Determine the design flexural strength of the beam. d = 454.66 mm tr = 13.34 mm ® Determine distributed nominal live load imposed on the beam. the allowable uniform bf = 152.78 mm tw = 8 mm Sx = 1121 x 103 mm³ Determine the required shear strength of the beam. Use ø = 0.90 Zx = 1285 x 103 mm³ Fy = 248 MPa U = 1.2 D + 1.6 L

Problem #1 A W 18 x 40 beams are spaced at 2.4 m. on center. The beams are simply supported on a span length of 9 m. and support a 150 mm thick reinforced concrete slab. Assume A 36 steel and full lateral support of the compression flange. Unit weight of concrete is 24 kN/m3 Use LRFD method of analysis br ty k h = 393.7 mm d Prop. of W 18 x 40 (wt. of beam = 60 kg/m) A = 7613 mm2 O Determine the design flexural strength of the beam. d = 454.66 mm tr = 13.34 mm ® Determine distributed nominal live load imposed on the beam. the allowable uniform bf = 152.78 mm tw = 8 mm Sx = 1121 x 103 mm³ Determine the required shear strength of the beam. Use ø = 0.90 Zx = 1285 x 103 mm³ Fy = 248 MPa U = 1.2 D + 1.6 L

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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