Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. ANS: Ax = 2.35 KN Ay = 6.63 kN Cx = 3.05 kN Cy = 8.88 kN 1.8 kN/m 2.7 kN 3.6 kN ㅏ 1.8 m 1.8 kN 1.8 kN 1.8 m 1.8 m 2.7 KN 3.6 kN- 1.8 m 1.5 m 3 m

Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. ANS: Ax = 2.35 KN Ay = 6.63 kN Cx = 3.05 kN Cy = 8.88 kN 1.8 kN/m 2.7 kN 3.6 kN ㅏ 1.8 m 1.8 kN 1.8 kN 1.8 m 1.8 m 2.7 KN 3.6 kN- 1.8 m 1.5 m 3 m

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

Determine the horizontal and vertical 1.8 kN 1.8 kN 2.7 kN 2.7 kN reactions at the connections A and C 3.6 kN 3.6 kN- of the gable frame. Assume that A, B, \B 1.5m and C are pin connections. The purlin loads such as D and E are applied 3 m perpendicular to the center line of 1.8 kN/m each girder. 480 ANS: Ax = 2.35 kN Ay = 6.63 kN 1.8 m 1.8 m 1.8 m 1.8 m Cx = 3.05 kN Cy = 8.88 kN
Thank you
2) The structure as shown supports the horizontal force F = 30 kN. Determine the safe diameter of pin that can be used in pin A if the working stress for the pins is limited to 35 MPa. The pins are in single shear. A 0.6m 1 1.2m B 1.8m + 0.9m F=30 kN C
INFLUENCE LINE PROBLEM a. Determine the maximum positive ordinate for member DC. b. Determine the location of a point load that will give the maximum compressive force for member AB. show solution asap ,answers in 4 decimal places
10 N 10 N 20 N M. 10 N B 6.0m 4.0m A D F Q H. L 8 BAYS @ 3.0 m EACH 20 N • The force at member IL is equal to O 42. 16 N (T) O 31.10 N (C) O 0.34 N (C) O 30.84 N (T)
For the girder shown below, Determine the followings due to a uniform live load of 4 kN/m acting on the top beams. 1- Maximum moment at point B 2 2 1 В C E
2) The structure as shown supports the horizontal force F = 30 kN. Determine the safe diameter of pin that can be used in pin A if the working stress for the pins is limited to 35 MPa. The pins are in single shear. A 0.6m 1 1.2m B 1.8m + 0.9m F=30 kN C
100% SURE PLEASE
Draw shear force and bending moment diagram
The Channel section is used as a purlin placed on top of trusses with spacing of 4.1 m and slope 1V to 4H. The purling are supporting a total uniform load of 20.2 kN/m.Properties of Channel:Sx = 119 × 10^3 mm^3Sy = 87 × 10^3 mm^3 Compute the maximum bending stress.Use NSCP 2015Round your answer to 2 decimal places.
From the figure shown, 10' kN 3 m 20 kN 5 m 3 m 5 m В C a. Determine the axial force of girder GH. b. Determine the axial force of column EH. c. Determine MA, MB and Mc.
Answer with Complete Solution