Determine the beam slope at B. Let w = 1.8 kip/ft, L1 = 32 ft, and L2 = 22 ft. Assume EI = constant.
Determine the fixed end moment FEMBC with a settlement of 0….
Determine the fixed end moment FEMBC with a settlement of 0.9 in. at support B. As in Chapter 16, include the effect of settlement in the FEM calculation. Let w = 2.6 kip/ft, L = 29 ft, E = 29,000 ksi and I = 1,900 in.4.
To obtain a simplified determinate structure, internal _____…
To obtain a simplified determinate structure, internal _______ are inserted in the indeterminate structure at the assumed locations of inflection points.
Determine the distribution factor DFAB. Let w = 2.8 kip/ft,…
Determine the distribution factor DFAB. Let w = 2.8 kip/ft, L1 = 31 ft, and L2 = 20 ft. Assume EI = constant.
Determine the fixed end moment FEMBC. Let w = 3.0 kip/ft and…
Determine the fixed end moment FEMBC. Let w = 3.0 kip/ft and L = 29 ft. Assume EI = constant.
Determine the magnitude of the approximate bending moment at…
Determine the magnitude of the approximate bending moment at G in girder GH. Let w1 = 16 kN/m, w2 = 36 kN/m, L1 = 8 m, L2 = 5 m, and L3 = 6 m.
Use Robot to determine the magnitude of the vertical reactio…
Use Robot to determine the magnitude of the vertical reaction force at A. Assume that M = 170 kN·m, P = 75 kN, w = 90 kN/m, and L = 1.5 m. Delete the self-weight of the beam.
Use Robot to determine the magnitude of the axial force in c…
Use Robot to determine the magnitude of the axial force in column FI. Assume each member is a steel W16x40, but delete the self-weight of the members. Let P1 = 23.0 kN, P2 = 38.0 kN, L1 = 10 m, L2 = 5 m, and L3 = 6 m.
The equation K/ΣK represents the _______ for an end of a mem…
The equation K/ΣK represents the _______ for an end of a member that is rigidly connected to the adjacent joint.
Determine the magnitude of the bending moment at B. Let w =…
Determine the magnitude of the bending moment at B. Let w = 2.1 kip/ft, L1 = 36 ft, and L2 = 25 ft. Assume EI = constant.