Devive the stiff ness matrix for THT this Frame +.
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Devive
the stiff ness
matrix for
this Frame](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbf7772a5-0a8e-4e69-a806-b256508c1ba3%2F3b6b1ee6-1c0f-4023-84e1-427edfdf0d48%2Famaap4tr_processed.jpeg&w=3840&q=75)
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- What is the internal force in member AD? A. 750 N , T B. 450 N , T C. 750 N , C D. 450 N , C SHOW SOLUTIONSClean handwriting need asap. Provide the following . All support reactions Shear diagrams Moments diagrams. Plz need it asap. U can answer handwriting etcA har of steel havang a rectangular cross-secton 7.5 cm by 25 cm. carres an axiai tensile load of 180kS stimate the decrease n the lengta ef the sdes et the cross-section if Yoang's mtulus, E, is 200 GN n and Porsson's eatixr, v.
- 3. The roof truss is subjected to the loadings shown. Determine the force in each member and indicate if the members are in tension or compression. Approximate each joint as a pin. 200 N C 300 N 300 N 1.5 m B, D. 4 m 3 т H 3т G F 3 m 3 т o00 00 00 o oo 150 N Paint X iteUniversity of Warith Alanbaya Civil Engineering Department Mr. Safa'a Sabry M. Engineering Mechanies Chapter Two - 1 Homework 1 Q.4. Determine the magnitude of the resultant force FeF+F and its direction, measured counterclockwise from the positive x-axis. Q.1. Determine the magnitude of the resultant force acting on the screw eye and its direction measured clockwise from the x-axis. F 250 lb 09 30 2 kN 6 kN Q.2. Two forces act on the hook. Determine X- the magnitude of the resultant force. 45° F2= 375 lb Q.5. If0 = 60° and F=450 N, determine the magnitude of the resultant force and its N 00 direction, measured counterclockwise from the positive x-axis. Q.6. If the magnitude of the resultant force is to be 500 N, directed along the N 00, Q.3. Determine the magnitude of the resultant force and its direction positive magnitude of force F and its direction y-axis, determine the measured counterclockwise from the positive x-axis. N 008 IS X- N 00 N N 0095. Draw the FDBS of member ADB and BEC 1 m 1 m B E D 1.6 .
- twork Analyze the truss shown using method of joints. The following are the values of the forces: P = 10KN Q = 20 kN R = 30 kN %3D centives Determine the following: CAR a. AE [Select] ements ents b. ČE [ Select] ons C. CD [Select] 40 kN 3 m F F 20 kN + 20 kN E 2 m rations C 5 m Drive A 65 2 5 5 m m m TI Pro P.52 H.WO Find x Se that rigid beam vemains inhorizental sition? steet A=Seeman Alum. E: 7066 = Sm Sm L=3m SeWSolve barforce memberEF
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