Using an allowable stress of 154 MPa, determine the largest bending moment M that can be...
QUESTION 4. For the beam shown in the figure, the maximum allowable bending stress is 180 MPa and the maximum allowable shear stress is 120 MPa. Choose an appropriate Wide Flange Section (W) that can carry the distributed force and the point force safely. 10 kN 8 kN/m C B 4 m 2 m
If the beam is subjected to a moment of M = 100 kn-m, determine the bending stress at points A, B, and C. Sketch the bending stress distribution on the cross Section. If the beam is made of a material having an allowable tensile and compressive stress of σallow(T) = 125 MPa and σallow(C) = 150 MPa, respectively, determine the maximum moment M that can be applied to the beam.
Determine the largest permissible distributed load w for the beam shown, knowing that the allowable normal stress is +80 MPa in tension and -100 MPa in compression. Round the final answer to one decimal place.) 60 mm t0 20 mm 02 m 0.2 m kN/m The largest permissible distributed load w for the beam shown is
Q4) If the allowable stress is 120 MPa in tension and 150 MPa in compression, determine the largest +M and -M that can be applied on the beam section shown in Fig. 4. 25 mm 50 mm 125 mm Fig. 4 150 mm
The beam shown is made of a nvlon for which the allowable stress is 23 MPa in tension and 31 MPa in compression. Determine the largest couple M that can be applied to the beam. 28mm- 12 mm 24 mm 14 mm N m
0.4 in 4. (20 points) Using an allowable stress of 40 ksi, determine the largest bending moment M that can be applied to the pipe shown.
The beam has the triangular cross section shown. The allowable stress in bending is 150 MPa. Determine the largest allowed uniform distributed load w. 6 m 300 mm 150 mm
Knowing that the allowable normal stress for the steel used is 162 MPa, determine the section modulus and select the most economical wide-flange beam to support the loading shown using the table given. 90 kN 90 kN 90 kN B C A 1.8 m 0.6 m 0.6 m 0.6 m Shape S(103 mm3) 1460 1060 1030 1050 W460 74 W410x 60 W360 x 64 W310 74 X X 103 mm3 The section modulus is The most economical wide-flange beam is...
The low strength concrete floor slab is integrated with a wide- flange A-36 steel beam using shear studs (not shown) to form the composite beam. (Figure 1) Part A If the allowable bending stress for the concrete is (Gallow)con = 10 MPa and allowable bending stress for steel is allow)st = 165 MPa, determine the maximum allowable internal moment M that can be applied to the beam. Express your answer with the appropriate units. Figure 1 of 1 H HÅ...
The beam shown is made of a nylon for which the allowable stress is 25 MPa in tension and 30 MPa in compression. Determine the largest couple M that can be applied to the beam. 52 mm 21 mm 42 mm 26 mm M 278.8 N m