to determine the (in kip-ft) for the 6 kip 6 kip 2.0 kip/ft 1.5 kip/ft 1.5...
Find all forces and draw a shear and moment diagram. 10 kip 25 kip 1.5 kip/ft 1-5 kiple 5 kip-ft 7 kip-ft A B са 8ft eft 8ft A Tallow= 24 ksi Callow = 14.5 ksi >(bending + shear)
5 kip 1.5 kip/ft Problem 1 (25 points) Determine the slope at B and the displacement at C. The member is an A-36 steel structural tee for which I = 76.8 in 3ft-
Solve graphically (a) Rotation at D, θD; (b) Horizontal deflection at D, ΔDr. (c) Vertical deflection at D. AD 1.5 kip/ft 6 ft 15 kip 6 ft (a) Rotation at D, θD; (b) Horizontal deflection at D, ΔDr. (c) Vertical deflection at D. AD 1.5 kip/ft 6 ft 15 kip 6 ft
4) If the distributed load intensity w = 1.5 kip/ft, and the concentrated force F = 4.8 kip, determine the internal bending moment at point Din kip.ft. Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point. The sign of your answer must agree with the internal reaction sign convention learned in this chapter. 6 ft 6 ft . 61 611 Your Answer: Answer 5) If the distributed load...
3 kip/ft 60 kip ft 12 ft 12 ft Probs. 16-47/48 Determine the slope at A. Mo Prob. 16-66 Determine the support reactions.
If the beam is subjected to an internal bending moment of 36.8 kip-ft, determine the normal stress (in ksi) due to bending developed at point B on the cross-section. Note: Your answer should be in requested units and be to 2 decimal places. 12" M 1.5" 1.5" C B 6" 6
3. Given the beam shown below with constant E and I: 6 kip 4 kip/ft 4 ft 7 ft Determine the equation for the deflection of the beam, v(x), from point A to B.
Assume Young's Modulus of 200 GPa or 29000 ksi. 10 kip 25 kip 5 kip-ft 1-5 kippt 1.5 kip/ft 7 kip-fts B Cam 8ft 8ft 8ft Tallow = 24 ksi Callow = 14.5ksi swe (bending & shear) 1. Select an appropriate I shape that will carry the Loodig. 2. Make Smax < S deflection LAC= 16ft 14co=8ft Sallow L 240 46). maximum both must hint be checked! Note: Your design must satisfy both strength and deflection requirements!
Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft Problem # 1 For the plane truss shown below, determine the reactions and the member forces. 8 kip 10 kip 12 kip 8 ft h 8 ft f 20 ft 12 ft 12 ft 20 ft
Akip/ft B kip/ft 6 ft -3 ft- You are given locations 21-2.5 ft and X2-7.5 ft from point A, and distributions have parameters A-5 kip/ft and B-1 kip/ft. Find shear and moment at these locations. Provide complete solution and submit it to dropbox for problem 1 Type "1" in the field below