A beam is to be made of steel that has an allowable bending stress of 165...
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PROBLEM 3. A beam is to be made of steel that has an allowable bending stress of 165 MPa and an allowable shear stress of 100 MPa. Select an appropriate W shape that will carry the loading shown in Figure. 20 kN 20 kN/m
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
The beam shown will be constructed from a standard steel W-shape using an allowable bending stress of 150 MPa. Assume L=3.4 m, wA-44 kN/m and P-11 kN (a) Develop a list of four acceptable shapes that could be used for this beam. Include the most economical W310, W360, W410, and W460 shapes on the list of possibilities. (b) Select the most economical W shape for this beam. WA
The beam is made of timber that has an allowable bending stress of O allow = 6.5 MPa and an allowable shear stress of Tallow = 500 kPa. Part A Determine its height if it is to be rectangular and have a height-to-width ratio of 1.22. (Figure 1) Figure < Express your answer with the appropriate units. 1 of 1 ? HA h = Value Units 8 kN/m Submit Previous Answers Request Answer X Incorrect; Try Again; 3 attempts remaining...
Fig. P5. metric rolled-steel channels are to be welded back to back and 5,40 the loading shown. Knowing that the allowable normal stress o support d is 200 MPa, determine the most economical channels that Two metri MPa, r the steel used can be used. 80 kN 30 kN/m 1.8 m 0.9 m 3.6 m Fig. P5.40 5.38 and 5.39 Knowing that the allowable stress for the steel used is 165 MPa, select the most economical S-shape beam to support...
2. For the beam and loading shown, design the cross section of the beam, knowing that the grade of timber used has an allowable normal stress of 12 MPa 2.5 KN 2.5 KN 100 mm 6 kN/m 0.6 m 0.6 m 3. Knowing that the allowable normal stress for the steel used is 160 MPa, select the most economical S shape beam to support the loading shown. SO KN 100 kN/m B 0.8m- 1.6 m
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...
1. Knowing that the allowable bending stress for the steel used is 24 ksi, select the most economical wide-flange beam to supoort the loading shown. (Hint: start by drawing the shear and moment diagrams). 2 kips/ft 12.5 kips 3 ft 3 ft
Review ast An A-36 steel strip has an allowable bending stress of 165 MPa. The modulus of elasticty for A-36 steel is 200 GPa (Figure 1) er registration Part A it is rolled up, detemine the smallest radius r of the spool if the strip has a width of 15 mm and a thickness of 1.5 mm Express your answer to three signifticant figures and include the appropriate units. r909 mm ssions Previous Answers Correct Part B Find the comesponding...
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...