Using the method of joints, determine the force in each member of the truss shown. The load P = 24 kN. (Round the final answers to their nearest whole number.) 4.5 m 3.2 m ↓ B C -6 m P PE 6 m The force in member AC (FAC) is_________ kN. (Tension) The force in member CE (FCE) is__________ kN. (Tension) The force in member DE (FDE) is_ kN. (Compression) The force in member BD (FBD) is_________ kN. (Compression) The force in member CD (FCD) is_ kN. (Tension) The force in member BC (FBC) is kN. (Compression)

Using the method of joints, determine the force in each member of the truss shown. The load P = 24 kN. (Round the final answers to their nearest whole number.) 4.5 m 3.2 m ↓ B C -6 m P PE 6 m The force in member AC (FAC) is_ kN. (Tension) The force in member CE (FCE) is__ kN. (Tension) The force in member DE (FDE) is_ kN. (Compression) The force in member BD (FBD) is_________ kN. (Compression) The force in member CD (FCD) is_ kN. (Tension) The force in member BC (FBC) is kN. (Compression)

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

Solve for the member forces of the truss. AB has a length of 2m while AD and DE is 1.5m. INDICATE IF MEMBER FORCES ARE IN COMPRESSION ANSWER UP TO 5 DECIMAL PLACES -AB -AD -BC -CD -DE -CE
The truss is loaded by concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.90 in2 for all the members. Determine the deformation sustained by members CG and FG
Determine the largest tensile and compressive forces that occur in the members of the truss, and indicate the members in which they occur if (a) the dimension h = 0.1m: (b) the dimension h = 0.5m. Observe how a simple change affects the maximum axial loads. Support reaction at D and C are hinge and roller, respectively. Use method of joints.
In the truss loaded as shown, determine the force in the member BC
The steel bars AC and BC, each of cross-sectional area 120 mm2, are joined at C with a Determine the displacement of point C caused by the 15-kN load. Use E = 200 GPa for steel.
A tripod shown supports a load of P = 1000 N at point A. Take note that ball and socket joints are used to mount the triopd at points B, D, and C. Consider the following:L1 = 2L2 = 4L3 = 5θ = 45°α = 30 Point C coordinates: (2, -2, 3) Determine the following: Force of AB = __NForce of AC = __NForce of AD = __N
The 23in vertical rod CD is welded to the midpoint C of the 50in rod AB. Determine the moment AB of the 235lb force P
Solve for the Resultant of the six loads on the truss shown the loads are given in Kips ( K ) ( 1 Klp = 1000lbs ). Three loads are vertical the wind loads are perpendicular to the side. The Truss is symmetrical.
The steel bars AC and BC, each of cross-sectional area 120 mm2, are joined at C with a pin. Determine the displacement of point C caused by the 15-kN load. Use E = 200 GPa for steel.
Find the force in each member of the truss by using: 1- The method of consistent deformations. 2- Castigliano's second method. Take the member AB as a redundant. The stiffness EA is constant. 1,2 m ID 0.9 m 10 kN 0.9 m
Two L4 × 3 × 3/8 -in. steel angles are welded together to form the column AB. An axial load P of magnitude 21 kips is applied at point D. Using the interaction method and an allowable stress in bending of 22 ksi, determine the largest allowable length L. Use σY = 36 ksi and E = 29 × 106 psi.
The steel bars AC and BC, each of cross-sectional area 120 mm^2, are joined at C with a pin. Determine the displacement of point C caused by the 15-kN load. Use E=200 GPa for steel. Include the ff:force on bar ABforce on bar BCwhat is the displacement of point C