Structural Analysis, 5th Edition
5th Edition
ISBN: 9788131520444
Author: Aslam Kassimali
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 9, Problem 18P
To determine
Find the absolute maximum shear in a 15 m long simply supported beam.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
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.
Chapter 9 Solutions
Structural Analysis, 5th Edition
Knowledge Booster
Similar questions
- 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.arrow_forwardThe maximum bending moment for the beam shown is positive. a. True b. Falsearrow_forwardI 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 elementarrow_forward
- 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.arrow_forward11.16 A circular billboard with a diameter of 4 m is exposed to the wind. Estimate the total force exerted on the structure by a wind that has a direction normal to the structure and a speed of 20 m/s. Assume T = 10°C and p = 101 kPa absolute. Use Table 11. in §11.3arrow_forwardPlot the drying-path SWRCs of a sandy soil and a clayey soil using the model of Lu (2016) using representative parameters for these two soils from this paper. Use equations (3), (9), and (12), and the"proposed" parameters in Table 2 (note that y, in this table is the same as ye in the equations). Also plot the individual contributions to water retention for capillarity and absorption (0c and 0a versus suction) for both soils, and comment on their relative contributions to water retention for the two soils.arrow_forward
- a. Ultimate Bearing Capacity (qult)b. Allowable Bearing Capacity (qall)c. Allowable Load (Qa)d. Maximum applied contact pressuree. Minimum applied contact pressuref. Draw the contact pressure diagramg. Is the footing size appropriate and whyarrow_forwardHandwritten answers only please. Thank you!arrow_forwardhandwritten answers only please. Thank you!arrow_forward
- Handwritten answers only please. Thank you!arrow_forwardAn unstretchable cable with mass per unit length 5 kg/m is hanging between points A and B. The horizontal distance between A and B is 20 m. The vertical distance is 15 m (B is in a lower position). We measure a point on the cable which lies by a horizontal distance of 5 meters to point A. It is found to be 4 meters lower than point A. The shape of the cable is almost straight.Use the small sag approximation (Lecture 5) and keep the accuracy to O (e) to estimate the horizontal load H on A and B.arrow_forwardQ1. For the frame shown below: i. ii. iii. Identify the unknown reactions for the supports (Pin at A and F). Determine if the frame is statically determinate, if not determine the degrees of determinacy. Calculate the unknown reactions for the frames (the frame has internal pin at C) Pin D 25kN 30° 30° 30° 30 B 40kN 60° 16m 60°arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
