Analyze the truss shown using method of joints. The following are the values of theforces:P 18 kNQ = 30 kNR = 42 kNDetermine the following:a. AE [Select ]b. CE [Select]c. CD [Select]40 kN3 mF 20 kN20 kN E2 mC5 m55.m<><><>P.

A loaded truss is given in the question and it has been asked to determine intensity and nature of…

Answered: Analyze the truss shown using method of…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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BADLY NEED IN 1HOUR PLS THANKYOU Above is a simple truss with P = 45.67 KN (write answers in kN in 2 decimals) Compute for the forces in: a. Member DA b. Member BH c. Member HI d. Member DG e. Member El f. Member AF g. Resultant Force Reaction of Support F (3 pts)
Determine the magnitude of the 15 points force in member CD using method of section * (O 35.3KN Tension O none of the above (O 15.02KN Tension () 27.7 KN Compression (O 13.83 KN Tension O 16.2 KN Compression
If P= 8.571 kN, Determine the stress in member CEassuming that the area in steel is 24 mm2.Show FBD
Assume that the axial load P = 40kN applied to the lap joint is distributed equallyamong the three rivets. What is the smallest diameterof the rivetif the allowable stresses are 90 MPa for bearing between a plate and a rivet, and 40MPa for shear in rivets?
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Prove that the truss is statically determinate and calculate the internal forces in each truss member using the method of joints or the method of sections for a load of F=350N with workings.
Q2 Fos the bearn shown: (a) Use the stiffness method to determine all fhe resctions at supports, (b) Dras the quantitative free-body diagram of member, (€ Draw the quantitative shear diageam, bending moment disgram and qualitative deflected shape. Take J = 200(10°) mar and £ = 200 GPa.and suppon & settlement 10 mm a £ 14, - 10 &m dm dm
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In the loaded truss shown, AB=BC=CD=DE=3.4 m, BF=CG=GI=DH=HJ=(EK)/2=5.1 m. If the loading P=3.3 kN, calculate the force (in kN with proper sign) in member HK (correct to 1 decimal place). (sign convention: tensile force in a member is taken with positive sign)
subj: civil engineering A 50-mm diameter bar is used as a simply supported beam 3 m long. The flexural stress is limited to 50 MPa. If w = 36. •Find Fb(bottom) and Ft(top). (F = Mc/I) •Plot the flexural stress and draw a shear & moment diagram.

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Analyze the truss shown using method of joints. The following are the values of the forces: P = 18 kN Q = 30 kN R = 42 kN %3D Determine the following: a. AE [Select] b. CE [Select ] c. CD [Select] P 40 kN 3 m F 20 kN 20 kNE C D 5 m R I. 5. 2E <. >