1.Determine the max force that can be developed in member CD due to the live load of 800lb/ft which is transmitted to the truss along the bottom cord. 2. Determine the max force that can be developed in member CF due to wheel loads which acts along the bottom cord of the truss. the loads are 2kips and 10ft from the right of 2kips is 3 kips.

1.Determine the max force that can be developed in member CD due to the live load of 800lb/ft which is transmitted to the truss along the bottom cord. 2. Determine the max force that can be developed in member CF due to wheel loads which acts along the bottom cord of the truss. the loads are 2kips and 10ft from the right of 2kips is 3 kips.

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

For the given continuous beam. 1. Which of the following gives the fixed end moment at C for the triangular loads alone. a. 3800 N•m b. 4800 N•m c. 6200 N•m d. 7500 N•m 2. Which of the following gives the distribution factor for member BA? a. 0.20 b. 0.30 c. 0.40 d. 0.50 3. Which of the following gives the moment at B? a. 6510 N•m b. 4810 N•m c. 8724 N•m d. 7092 N•m
The maximum allowable tensile force in themembers of the truss is (Ft)max = 5 kN, and the maximumallowable compressive force is (Fc)max = 3 kN. Determinethe maximum magnitude P of the two loads that can beapplied to the truss.
The compound beam below consists of beam AC pin-connected to beam CB using plates bolted on each side of the beam webs. There is a roller-support at A and a fixed support at B. Beam AC is subject to a live distributed load wL = 2 k/ft and a live concentrated load of PL = 16 kip, while beam CB is subject to a superimposed dead load of 3 k/ft. Lateral support is provided at A, C, and B. Do the following: 1. Assuming A992 steel, select the lightest W-shape for beam AC. Ignore self-weight and neglect deflection. Show all work to receive full credit. 2. Assuming A325 bolts will be used in the connection at C, select the minimum bolt diameter based on shear only. Show all work to receive full credit. 16 k 2 k/ft 3 k/ft 000 00 o 0 00 00 O B A C -12 ft – 4 ft -12 ft-
Subject the beam shown below to a UDL of 1.5 kN/m, a ULL of 4.0 kN/m and the given wheel loading to the right. Joint A is fixed, B is an internal hinge, and C is a roller support. Locate the loads to calculate the maximum shear at B and the maximum moment at A. 5kN 5 m 5m DG 20kN 10 m MAIN PEN
Task: Solve for the reactions . . Let the force of one of the E member be equal to "P.". (interior part) 3m V 10 kN G F apply joint method of [Fx=0& {Fy=0 2m 3m 2m › consider a section and CS Scanned with CamScanner substitute P to find member forces. USC ΣΜ=0 15 KN T 4m B not joints
A steel truss is loaded as shown is supported by a hinge at A and C. Assume that joint B is internal pin. The concentrated loads are perpendicular at the top chord. Determine the reaction at A and C.
Determine the internal shear force in the beam at point C. Assume the support * at A is a pin and B is a roller. A 0.667 kN -1 m1 m -0.667 kN 5.33 kN C -5.33 KN 6 kN -2 m D 20 kN m -2 m- B
Q9( e ): If the pins D and C are subjected to single shear while pin at A is a double shear. The diameter of pin D and C are 1.5 in while the diameter 5 ft of pin A is 1 in. Determine the shear stress at pins A,D and C. Also find the stress in the bar DC if its diameter is 0.5 in. JE -3 ft3 ft-3 ft- 600 Ib
Q12