For questions 1A, 1B, and 1C. The figure below shows the reinforced concrete beam AB of a tourist lookout at the free end. Its weight per unit length is 2500N/m, and the beam rests on two pillars at A and B, with no fixed connection. 1A. Assuming the beam is uniform, which of the following gives the absolute maximum shear?

For questions 1A, 1B, and 1C. The figure below shows the reinforced concrete beam AB of a tourist lookout at the free end. Its weight per unit length is 2500N/m, and the beam rests on two pillars at A and B, with no fixed connection. 1A. Assuming the beam is uniform, which of the following gives the absolute maximum shear?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Write legibly and box the final answer. Determine the maximum mass (kg) that can be lifted at E if the 11.670-HP motor A has a maximum rotation speed of 301.20 rpm where the diameter of the shaft AB and CE are 10.237 mm and 15.402 mm, respectively. The allowable shearing stress is 1.001 GPa with F.S. of 1.76 for both shafts. Neglect the deformation of the cable at E. Where: radius of the gear at B, rB = 113.10 mm radius of the gear at C, rc = 158.58 mm
From the given beam in the figure, using a uniform live load of 17 kN/m and a concentrated live load of 86 kN. Compute the maximum negative shear (kN, include sign) at C by influence lines. Use a = 4 m., b = 1 m., and c = 5 m. ROUND OFF TO TWO DECIMAL PLACES.
A beam is loaded as shown in FIGURE X.1. Which of the following gives the max. shear? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN2. Which of the following gives the max. positive moment? a. 11.57 kNb. 19.23 kNc. 17.86 kNd. 12.48 kN3. Which of the following gives the location of max. pos. moment from point B? a. 2.25 mb. 2.75 mc. 2.5 md. 2.35 m
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5kips/ft is distributed along the length of the beam which is 22 ft. If the1.5kips/ft uniformly distributed load will be transformed into a singularconcentrated load, what will be the magnitude of Moment taken at pointA? What is the equivalent singular Resultant force of the loads shown?Determine the location of the resultant R from point A.
A load W is to be lifted using the crane which is hinged at B as shown in the figure. The value of x1 is 10m, x2 is 8m and h is 18m. Neglecting the weight of the crane. Determine the following. 1. Force at cable AC. 2. Resultant reaction at B. 3. Largest load that can be lifted if the maximum force of cable AC is 50kN.
Draw the bending moment diagram of the system under the influence of external loads below. Calculate the vertical displacement value at the intersection of the horizontal beam and vertical column member? (EI= 50000kNm2)
If FB = 560 N and FC = 700 N, determine themagnitude and coordinate direction angles of the resultantforce acting on the flag pole.
M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A.
W=1090 KN/m Using Three Moment Equation, determine all reactions at supports also, determine shear and bending moments with complete labels. Use I= 1/12 bh^3 and E = 2.15x10^7 KPa
What will be the value of the shear force at the fixed end A, at free end B and at point C for the bearn shown below?
The shown in the figure is to be analyzed using cantilever method. Which of the following: 1. most nearly gives the axial force in member DE? A. 22.50 kN B. 37.50 kN C. 30.00 kN D. 7.50 kN 2. most nearly gives the moment at A? A. 150 kNm B. 30 kNm C. 120 kNm D. 90 kNm 3. most nearly gives the shear on member BE? A. 20.00 kN B. 10.00 kN C. 7.50 kN D. Other:_____
The shear capacity V if a steel wide flange section, 600 mm deep whose web is 9 mm thick, is closest to: Assume fy = 200 MPa. Take FV = 0.4 Fy a. 645 kN b. 413 kN c. 507 kN d. 432 kN