Solution of given problem is attached below
For each of the following beam systems with distributed loading, a. Determine the equivalent nodal loads....
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 in4. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft
For the cantilever beam and loading shown, determine the slope and deflection at point B. Use E = 32 x 106 psi. 125 lb 15 lb/in 1.75 in B 30 in 10 in. The slope at end Bis x 107 rad. The deflection at end B is in.
For the cantilever beam and loading shown, determine the slope and deflection at end C. Use E= 28 × 106 psi. 125 lb 15 lb/in. 1.75 in. |A 30 in. 10 in. x 10-3 The slope at end Cis rad. * in. Į The deflection at end Cis
Distributed Loads Saved Determine the reactions at the beam support for the given loading when MB = 102 lb points 40 lb/in. 19 to 1 eBook Hint -4 in. — 6 in. Print The reaction at the beam support Bis O b lo (Click to select) 9. References The moment at the beam support Bis bin. (Click to select)).
For the beam and loading shown, please (a) determine the reactions at A and C, (b) draw the shear and bending moment diagrams, and (c) find the maximum normal stress on the beam. 2000 lb 200 lb/ft 4 ft 4 ft 6 ft
For Problems 1 and 2, design rectangular sections for the beams. Loads and Density values are shown. Beam weights are not included in the loads shown. Show sketches of cross sections, including bar sizes, arrangement, and spacing. Assume concrete weighs 150 lb/ft3, fy = 60,000 psi, and fc′ =4000 psi, unless given otherwise. 2. Design a cantilever beam. The loading cases are shown in Figure 2: Wp = 3 k/ft, w, = 1 kft MITIMIZ 12f- Use p= 0.1852 Figure...
3) For the beam and loading shown in figure, E = 30 x 106 psi, 7 = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft A С B -8 ft-
3) For the beam and loading shown in figure, E = 30 x 106 psi, I = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с в | -8 ft
3) For the beam and loading shown in figure, E = 30 x 106 psi, Ī = 200 int. Determine (a) the reaction force at A and (b) the deflection at C. 8 kip 3 ft 2 kip/ft litum A С B -8 ft-
3) For the beam and loading shown in figure, E = 30 x 106 psi, i = 200 inº. Determine (a) the reaction force at A and (b) the deflection at C. 3 ft 8 kip 2 kip/ft IA с B -8 ft