Chapter 14, Problem 14.2QPP

What is the horizontal reaction component at D for the frame shown?   a. 75.00 kN     b. 91.67 kN     c. 70.31 kN     d. 4.69 kN

Find the vertical reaction at D for the frame shown and a settlement of 50 mm at support D.   a. 80.7 kN     b. 112.5 kN     c. 144.3 kN     d. 6.51 kN

Determine if the W14x 22 beam will safely support a loading of w= 1.5 kip/ft. Theallowable bending stress is oallow = 22 ksi and the allowable shear stress is Tallow = 12 ksi.

What is the fixed end moment FEMAB for the beam shown with a settlement of 1.2 in. at support B?   a. -102.7 ft-k     b. -95.2 ft-k     c. -307.7 ft-k     d. 279.8 ft-k

Suggest an optimum footing size and shape (minimum area footing), if the vertical loading (includingthe weight of the footing) is 40 kips, and the soil has the following characteristics: c=200 psf, φ=370,and γ=120.0 lb/ft 3. Constraints of the solution are: the maximum dimension of any side of thefooting is 10 ft, and the depth of embedment is between 2 and 4 ft.

15.6 A mountain stream flows over a rocky streambed. Apply the Limerinos and Chezy equations to calculate the discharge. The stream has an intermediate rock size d 84 of 30 cm, an average depth of 2.1 m, a slope of S = 0.0037, and a width of 52 m. In SI units, what is the discharge? a. 85, b. 120, c. 160, d. 240, or e. 410.

The maximum bending moment for the beam shown is positive. a. True   b. False

I have complete structural and architectural plans for a 3-storey residential house, and I need help computing the quantity of materials per floor for concrete, masonry (CHB walls), and reinforcing steel bars. Below are the extracted values from the plans. Can you please guide me step-by-step per floor on how to compute the following: Concrete volume for footings, columns, beams, slabs, and stairs CHB wall quantity in pieces (after deducting openings) and mortar volume Rebar estimates per structural element

I have structural and architectural plans for a 3-storey residential house, and I need to compute the quantity of materials for concrete, masonry (CHB walls), and reinforcing steel bars. Based on the following extracted values from the plans, can you help me compute the estimated material quantities? ps. i just want to make sure my answer were correct.