A floor truss is loaded as shown. Determine the force in members CF, EF, and EG. Assume P = 1 kN, Q = 12 kN, R = 8 kN and S = 4 kN. The force in member CF is KN (Click to select) The force in member EF is KN (Click to select) The force in member EG is KN (Click to select) NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the given figure. 2 kN S S R Q Q Р 0.8 m 0.8 m 0.8 m | 0.8 m 0.8 m 0.8 m D E G H Во ΑΠ C 0.4 m K

A floor truss is loaded as shown. Determine the force in members CF, EF, and EG. Assume P = 1 kN, Q = 12 kN, R = 8 kN and S = 4 kN. The force in member CF is KN (Click to select) The force in member EF is KN (Click to select) The force in member EG is KN (Click to select) NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Consider the given figure. 2 kN S S R Q Q Р 0.8 m 0.8 m 0.8 m | 0.8 m 0.8 m 0.8 m D E G H Во ΑΠ C 0.4 m K

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

The principal stresses are incorrect but the maximum shear stress is correct. What are the two correct values for the principal stresses?
The three-bar truss ABC shown in the figure has a span L = 3 m and is constructed of steel pipes having cross-sectional area A = 3,900 mm2 and modulus of elasticity E = 200 GPa. A load P = 650,099 Newton acts horizontally to the right at joint C. Note that point A is fixed, and point B is immovable in vertical direction but movable in horizontal direction. Find: (a) the axial forces in the bars, based on the force equilibrium of points C and B, (b) the strain energy of the truss (i.e., the total strain energy of bars AC, BC and AB), (c) the horizontal displacement of point C, based on the Work-energy principle. Hint: 1. The lengths of AC and BC are: LAC = LBC = L sin 45° = 2,121 mm 2. For an axial member, the strain energy is × EA × 2 Force Length
plz solve it within 30-40 mins I'll give you multiple upvote
Question Three The three-bar truss ABC shown in the figure part a has a span L = 3 m and is constructed of steel pipes having cross-sectional area A = 3900 mm² and modulus of elasticity E = 200 GPa. Identical loads P act both vertically and horizontally at joint C, as shown. (a) If P=475 kN, what is the horizontal displacement of joint B? (b) What is the maximum permissible load value Pmax if the displacement of joint B is limited to 1.5 mm? P A 45° 45° B L (a)
Determine the force in each member of the loaded truss. The forces are positive if in tension, negative if in compression. A 7.8 m 36° Answers: AB= AD = BC= BD = CD= i Fat D 6.9 m i 6.9 m 7.8 m B 6150 N N N N N C N
Can you help me with these practice questions please.
Question Three The three-bar truss ABC shown in the figure part a has a span L = 3 m and is constructed of steel pipes having cross-sectional area A = 3900 mm² and modulus of elasticity E = 200 GPa. Identical loads P act both vertically and horizontally at joint C, as shown. (a) If P=475 kN, what is the horizontal displacement of joint B? (b) What is the maximum permissible load value Pmax if the displacement of joint B is limited to 1.5 mm? P P A 45° 45° B woobute L (a)
Structure analysis