bh 6.0 kips 1 12 1. Determine the shear stress at point H on the cross-section....
Problem 25 Determine the maximum transverse shear stress on the section if the internal shear force is V = 5 kips. 32 in V - 5 kips ]12 in & in 1 = 426.67 in 2 in a) 375 psi b) 23 psi c) 750 psi d) 47 psi e) None of the above
Name: Section: Problem 30 Determine the maximum normal compressive stress in the beam. 16 in w = 2 kip/ft 1 2 in a) 32.21 ksi b) 7.89 ksi c) 3.10 ksi d) 0.79 ksi e) None of the above 8 in 20 ft y=2.82 in. from the top I = 363.80 in 2 in Problem 31 Determine the normal stress in the wall of the spherical thin walled pressure vessel. a) 40,000 psi 500 psi internal gas pressure in b)...
Question 4 O out of 125 Determine the shear stress in ksi) at point A on the cross-section of the beam (w = 4.3 in) if it is subjected to an internal shear force of 133.5 kip. Note: Your answer should include requested units and be to 2 decimal places. 3 w B w Selected Answer: [None Given] Correct Answer: 1.37 2% (ksi)
1 and 3 ular sections, the shear stress formula can be written as follows (Eq. 12-8) 2 A ssive deflections can lead to serviceability problems-suc improper functioning of building hardware, or poor appeara to be able to calculate deflections and compare these ty problems-such as cracking in walls and cel- nce. Therefore, it is impor wpically found in a building code. Ma includin flection g standard deflection form formula for a simply supported beam under a const ny techniques can...