strength of material problem please please help that the allowable normal stress for the steel used...
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...
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
Knowing that the allowable normal stress for the steel used is 23.6 ksi, determine the section modulus and select the most economical S-shape beam to support the loading shown using the table given below. (Round the final answer to one decimal place.) 18 3 lipun С D Shape (in S12 x 31.8 36.2 SIO x 35 29.4 The section modulus is The most economical S-shape beam is (Click to select)
A Review The allowable bending stress is allow = 24 ksi and the allowable shear stress is Tollow = 14 ksi 8 kip/It 6 ft Part A Select the lightest-weight wide-lange beam with the shortest depth from Appendix B that will safely support the loading shown Part A Select the lightest-weight wide-flange beam with the shortest depth from Appendix B that will safely support the loading shown. W12 X 16 W12 X 22 W12 X 14 W12 X 26 Previous...
Instructions: 1. Carefully read each problem and understand the question. 2. Use ENGINEERING PAPER for all your workings and graphs. 3. Answer ALL Questions. portant Knowing that the allowable normal stress for the steel used is 24 ksi, select the most economical S-shape beam to support the loading shown 1. IS kips S kips ?? 6 It 2 ft 2 ft
18 kips 3 kips/ft VD 6 ft - 6 ft Fig. P5.75 3 ft 5.75 and 5.76 Knowing that the allowable normal stress for the steel used is 24 ksi, select the most economical S-shape beam to support the loading shown.
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...
mechanics of materials, book- beer & johnson, Problem 5.6: This is a similar problem of 5.75 in the book (7th edition), when you draw the shear and bending- moment diagrams, you can use anyone you prefer for. з Кірылі 18 kips PROBLEM 5.75 D Knowing that the allowable normal stress for the steel used is 24 ksi, select the most economical S-shape beam to support the loading shown. 31
The allowable bending stress is σ1ow-22 ksi and the allowable shear stress is Tallow 12 ksi. (Figure 1) Part A Select the lightest steel wide-flange beam from Appendix B that will safely support the loading shown. If there are several choicas of equal weight, choose the one with the shortest height. w14 × 26 W8 x 31 W10 × 39 w12 × 22 W12 × 26 W14 x 22 W10 × 30 W8 × 40 Submit Request Answer Figure 1...
MECH3211- Stress Analysis Tutorial Assignment #6 Thursday, June 27, 2019 Student ID# Name: Problem 2: The Select the lightest-weight wide-flange beam from Appendix B that will safely support the loading. The allowable bending stress is aaltow 24 ksi and the allowable shear stress is Tallow 14 ksi. 6.75 kip/ft 12 kip 1.5 m 2 m m MECH3211- Stress Analysis Tutorial Assignment #6 Thursday, June 27, 2019 Student ID# Name: Problem 2: The Select the lightest-weight wide-flange beam from Appendix B...