For the beam shown in Figure 1, calculate the maximum bending moment in positive and negative bending(Mu+ and Mu-) assuming that the beam has a tributary width of 10 feet. Be sure to chec- all load cases and show your structural analysis/statics to receive full credit. D = 80 psf L = 35 psf 4 ft 21 ft 4 ft Figure 1

For the beam shown in Figure 1, calculate the maximum bending moment in positive and negative bending(Mu+ and Mu-) assuming that the beam has a tributary width of 10 feet. Be sure to chec- all load cases and show your structural analysis/statics to receive full credit. D = 80 psf L = 35 psf 4 ft 21 ft 4 ft Figure 1

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

Help pls asap :<<
No long explanation needed. Solve in 3 decimal places. Write the complete solutions and Diagrams. Box the final answer.
AW410 x 60 standard steel shape is used to support the loads shown on the beam in the figure. Assume P = 130 kN, w = 27 kN/m, a = 2.8 m, and b = 2.0m. Determine the magnitude and location of the maximum bending stress in the beam. A max = x = a i i B a → Pin |C * b W MPa m D a E
A cantilever beam of length L = 6 ft supports a uniform load of intensity q = 200 lb/ft and a concentrated load P = 2500 lb. Calculate the required section modulus if the allowable stress is 15000 psi. Select a suitable wide flange beam from the table. W8X35 W8X28 W8X21 W8X15 Weight per foot lb 35 28 21 15 Area Depth 2 In² 10.3 8.25 6.16 4.44 in 8.12 8.06 8.28 8.11 in 0.310 0.285 0.250 0.245 9= 200 lb/ft Flange Web Thickness Width Thickness In 8.020 6.535 5.270 4.015 L=6 f in 0.495 0.465 0.40 0.315 P = 2500 lb I in4 127 98 75.3 48 I S in³ 31.2 24.3 18.2 11.8
The steel beam has the cross section shown. The beam length is L = 5.6 m, and the cross-sectional dimensions are d = 335 mm, bf = 195 mm, tf = 12 mm, and tw = 10 mm. Calculate the largest intensity of distributed load wo that can be supported by this beam if the allowable bending stress is 165 MPa. Wo X Answer: Wo= 12 B 72 C kN/m
i need the answer quickly
1. From the tabulation below determine if the column is safe to carry axial & bending load Yield stress of structural steel is 248 MPa. Modulus of elasticity is 200,000 MPa Service Load: Pl= Pd= assume K=1.0 Designation W8 x 28 W8 x 24 W8 x 21 W8 x 18 60 kN 100 KN Ag (mm2) 5323 4568 3974 2865 Weight/m d (depth) 42 bending moment Mux - Muy = 16 kN.m (LRFD load combination) bending moment Mx=My=12 kN.m (ASD load combination) L=3.6m flange Web 36 31 27 204.72 201.42 210.31 206.78 mm. width bf 165.99 164.97 133.86 133.35 thickness tf 11.81 10.16 10.16 8.38 thickness tw 7.24 6.22 6.35 5.84 Elastic Properties mm 4 mm 3 Ix x 106 Sxx 103 41 34 31 26 398 342 298 249 mm. rx 87.63 86.87 88.65 87.12 mm 4 lyx 106 9 8 4 3 mm 3 Sy x 106 109 92 61 50 mm ry 41.15 40.89 32 31.24 Plastic properties mm 3 Zx x 103 446 380 334 279 mm 3 Zy x 103 166 140 93 76 h=d-2k h 155.58 155.58 168.28 168.28
The steel beam has the cross section shown. The beam length is L = 7.5 m, and the cross-sectional dimensions are d = 385 mm, b = 190 mm, t+= 12 mm, and tw = 10 mm. Calculate the largest intensity of distributed load wo that can be supported by this beam if the allowable bending stress is 155 MPa. Wo -1/2 Answer: Wo= B sla -1/12 kN/m
The steel beam has the cross section shown. The beam length is L = 7.3 m, and the cross-sectional dimensions are d = 300 mm, bf = 180 mm, tf = 13 mm, and tw = 7 mm. Calculate the largest intensity of distributed load w0 that can be supported by this beam if the allowable bending stress is 250 MPa.
PLEASE MAKE THE SOLUTION COMPLETE and UNDERSTANDABLE AND READABLE. Show fbd to your solution.
Please answer this problem step by step and explain each diragram below and what each one represents
steel The hollow section column, shown in the figure below, has a length of 18 ft, and it is made of steel with a yield strength of 50 ksi. The column is fixed at the bottom and pinned at the top. What is the capacity of this column under a pure compressive loading? |3/4 in 3/4 in 10 in 5 in