A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includesthe weight of the beam. There is no lateral support other than that at the fixed end.258.83P}22.10w = 22 kN/mK 38.1d= 269.241.5 m.(K = 38.1122.103 m.Properties of W 10 x 77A = 14581 mm2Lp = 2.799 md = 269.24 mmL, = 13.811 mbf = 258.83 mmLp = 3 m%3Dtf = 22.10 mmFy = 345 MPatw = 13.46 mmK = 38.10 mmSx = 1408 x 103 mm3E 3 200,000 MРаZx = 1599 x 103 mm3a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD.b. Determine the value if the service load P due to the max. shear strength of the beam using ASD.c. Determine the value of the service load P due to the flexural strength of the beam using LRFD.d. Determine the value of the service load P due to the allowable bending strength of the beam usingASD.

Answered: Image /qna-images/answer/c8c7a432-e085-46de-996e-268e143fdbe6.jpg

A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. 258.83 }22.10 w = 22 kN/m K= 38.1 d = 269.24 1.5 m. (K = 38.1 | 22.10 3 m. Properties of W 10 x 77 A = 14581 mm2 Lp = 2.799 m d = 269.24 mm L, = 13.811 m bf = 258.83 mm Lp = 3 m %3D tf = 22.10 mm Fy = 345 MPa tw = 13.46 mm K = 38.10 mm Sx = 1408 x 103 mm3 E = 200,000 MPa Zx = 1599 x 103 mm3 a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. b. Determine the value if the service load P due to the max. shear strength of the beam using ASD. c. Determine the value of the service load P due to the flexural strength of the beam using LRFD. d. Determine the value of the service load P due to the allowable bending strength of the beam using

A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. 258.83 }22.10 w = 22 kN/m K= 38.1 d = 269.24 1.5 m. (K = 38.1 | 22.10 3 m. Properties of W 10 x 77 A = 14581 mm2 Lp = 2.799 m d = 269.24 mm L, = 13.811 m bf = 258.83 mm Lp = 3 m %3D tf = 22.10 mm Fy = 345 MPa tw = 13.46 mm K = 38.10 mm Sx = 1408 x 103 mm3 E = 200,000 MPa Zx = 1599 x 103 mm3 a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. b. Determine the value if the service load P due to the max. shear strength of the beam using ASD. c. Determine the value of the service load P due to the flexural strength of the beam using LRFD. d. Determine the value of the service load P due to the allowable bending strength of the beam using

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

5
Thanks
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine the beam deflection at point C. Assume MA = 285 kN·m, w = 145 kN/m, P = 190 kN, MD = 175 kN·m, LAB = 3.6 m, LBC = 1.8 m, LCD = 2.7 m.
The simply supported beam consists of a W460 × 82 structural steel wide-flange shape [E = 200 GPa; I = 370 × 106 mm4]. For the loading shown, determine the beam deflection vC at point C.Assume P = 76 kN, w = 33 kN/m, LAB = LBC = 2.7 m, LCD = 2.2 m.
Q1 If the allowable bending stress is allow = 6 MPa, determine the minimum dimension (d) of the beam's cross sectional area. 12 kN 8 kN/m 0.15- -0025 d B. 4 m 0.05 0025 0.05 Dimension in m
D A simply supported beam carries a uniform load of 24 KN/m over its entire span. Determine the maximum deflection and slope & deflection at 4m from the left support. Use : E = 200 GPa |- 240 x10" mm4 length of span= 19.4 meters.
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine the beam deflection at point C. Assume MA = 280 kN·m, w = 125 kN/m, P = 150 kN, MD = 200 kN·m, LAB = 3.4 m, LBC = 1.7 m, LCD = 2.6 m.
A = 9 X = 454 Rush please
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Determine(a) the beam deflection at point A.(b) the beam deflection at point C.Assume P = 44 kN, w = 87 kN/m, LAB = 4.0 m, LBC = 4.0 m, LCD = 4.0 m, LDE = 2.0 m.Answer:vA = mmvC = mm
A simply supported beam AB of span 4 m is carring a triangular load varying from zero at A to 5 kN/m at B. Determine the max. deflection of the beam. Take EI = 1.25 × 10¹2 N-mm².
21. Simply supported beam 8 m length has a 2.000 kg load at the center. The flexural stress is 25,000 kPa. Find the section modulus. A. 6,434.56 in3 B. 1,846.56 in3 C. 79.82 in3 D. 95.78 in3
Problem 5. The frame shown is hinged to rigid supports at A and E. Find the components of the hinge forces A and E and the forces in members BC and BD. E A 2m 2.5m 12 kN D 2m 1.5m B 2m