HW 2: Determine the deflection at point C of the beam shown in Fig. below by the virtual work method. 2 k/ft ** ↓ ↓ ↓ ↓ B 30 ft El constant E = 29,000 ksi I= 2,000 in.4 - 10 ft 12 k C Ac = 0.194 in. ↑

Q: The overhang beam shown below has a non-prismatic section. Given E = 29000 ksi, I = 3000 in¹.…

A: Given: A non prismatic overhang beam  Required: Rotation at C and deflection at D using conjugate…

Q: integration table to determine and compare the deflection at B and D. Note: Beams AB and BC are made…

A: Given:Required:Deflection at B and D

Q: 10 Kips/ft A B 6' 6' 6' –

A:

Q: Use the moment-area method to determine the slopes and deflections at point  C of the beam shown.

A: Use the moment-area method to determine the slopes and deflections at point  C of the beam shown.

Q: Calculate the slope and deflection at the free end of the cantilever beam shown in figure using…

A: Apply standard results for each case

Q: Determine the deflection at point C. Use the following parameters:  P = 40 kips, w = 3.7 kips/ft, E…

A: EI = 29000×122   kft2 × 2700124  ft4EI = 543750 k.ft2

Q: For the beam shown below, determine the vertical deflection at point B by using the virtual work…

A:

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.