The beam shown in Fig.2 is hinged at A and roller supported at B, and is subjected to the following loads: a concentrated load of 8 kN, a uniformly distributed live load of 3 kN/m, and self-weight of 1 kN/m. Determine: i- The maximum reaction at support B, ii- The maximum shear at point C, iii- The maximum (+ve) moment at point C. 4 m |C lc + 4 m 4 m Fig.2

The beam shown in Fig.2 is hinged at A and roller supported at B, and is subjected to the following loads: a concentrated load of 8 kN, a uniformly distributed live load of 3 kN/m, and self-weight of 1 kN/m. Determine: i- The maximum reaction at support B, ii- The maximum shear at point C, iii- The maximum (+ve) moment at point C. 4 m |C lc + 4 m 4 m Fig.2

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

See similar textbooks

Similar questions

A 5 m long cantilever beam carries a uniform load of 5 KN/m on the 3 m portion of the beam from the free end and a counterclockwise couple of 60 KN -m acting at 1 m from the fixed support. Which of the following nearly gives the value the vertical reaction at the fixed point in KN and the value of the moment at midspan? Vertical fixed point: a. 15kn b. 20kn c. 5kn d. 10kn moment at midspan a. 22.5kn b. 45kn c. 15kn
For the beam shown, determine the reaction at the roller support when w0 = 6 kips/ft.
Beam ABC supports the roof over the entrance way of a ware house.The beam is simply supported on column BD and on the wall at C. Total roofload, ω = 8 kN/m. Compute for the vertical reaction at C, vertical reaction at the column support, and maximum negative moment inthe beam.
a. What is the absolute maximum shear in the beam? (in kN) b. What is the location of the absolute maximum shear from the left end of the beam? (in m) c. What is the absolute maximum moment in the beam? (in kNm)
A 6m simply supported at point A (left end) and point C (3m right of A). if a unit load moves along the beam coming from the left end, and point B and D are 2m and 4m from point A respectively. 1. Find the ordinate at point D of the influence line diagram for reaction at the left end. a. 1/3 b. 2/3 c. 1/2 d. 3/4 2. Find the ordinate at point D of the influence line diagram for shear at B. a. 1/3 b. 2/3 c. 1/2 d. 3/4 3. Find the ordinate at point D of the influence line diagram for moment at B. a. 1/3 b. 2/3 c. 1/2 d. 3/4
Determine the shear force V in the beam at a point located 1.00 m to the right of point B. The ground reactions are provided.By = 300 kNCy = 125 kN
GIVEN: L1 = 4.5 m W1 = 10 kN/m L2 = 1.2 m W2 = 12 kN/m L3 = 0.5 m L4 = 12 m L5 = 1.5 m A. What is the maximum shear in Beam D-E-B? B. What is the maximum moment in Beam A-B-C?
Determine the reaction at support A and B?
Solve for the maximum moment at B, 4 meters from point A due to a dead load of 5 kn/m a moving live load of 20 kn/m and two movable concentrated load loads 50kn and 75kn 2 meters apart.
The beam in the figure below is to be loaded with 32.2 kN single axle load, a uniformly distributed live load of 49 kN/m, and a uniformly distributed dead load of 22 kN/m. Considering the loads, draw the influence lines and determine the following. - Maximum Vertical Reaction at C in kN - Maximum Negative Shear at B in kN. - Maximum Positive Shear at B in kN. - Maximum Positive Moment at B in kN-m.
Determine the reactions at a and b for the beam subjected to the disturbed and concentrated loads. Ay = ? Bx = ? By = ?
A simply supported beam has a span of 10m. A 7m long udl of 10 kN/m intensity crosses the beam from left to right . When the head of the load is 1m from the right support , find the support reactions , BM and SF at the mid - span using the influence line diagram.