Answer: X1=79.53 KN.m X2=67.43 KN.m X3 91.20 kN·m RAY= 401.84 kN (upward) RDY=51.16 kN (downward) moment X₁ A moment x2 16 KNM B moment ↑ X3 RAY 75 KN 80kNm C Reactions D A A Roy 5m- 2m* amm * Im 2m- *m* 2m Use the force method to analyse the beam shown in the figure by introducing hinges and Corresponding redundant bending moment at point A, B and C, plot the bending C. moment (M) a shear force (V) diagrams for the loading Shown. Then look at the "X"'s in the diagram and "R"'s, for more information.

Answer: X1=79.53 KN.m X2=67.43 KN.m X3 91.20 kN·m RAY= 401.84 kN (upward) RDY=51.16 kN (downward) moment X₁ A moment x2 16 KNM B moment ↑ X3 RAY 75 KN 80kNm C Reactions D A A Roy 5m- 2m* amm * Im 2m- m 2m Use the force method to analyse the beam shown in the figure by introducing hinges and Corresponding redundant bending moment at point A, B and C, plot the bending C. moment (M) a shear force (V) diagrams for the loading Shown. Then look at the "X"'s in the diagram and "R"'s, for more information.

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

Please help, I promise to give good feedback. Please do not just guess. Thank you!
Using Slope Deflection Method for Figure 03 and Figure 04, determine MAB, MaA, Mec, McB, Mco, Mpc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 KN 1600 KN/m 800 KN/m A D 5.15m 3.36m 3.82m 3.82m 8.28m b1= 0.45m b2= 0.35m b3= 0.40m h1= 0.55m h2= 0.60m h3= 0.65m B.
Determine the value of El y at the right end of the overhanging beam. (using Conjugate Beam Method) Note: (include the sign in the answer box) a =4.9 m, b = 3.0 m, Wo 19.2 kN/m - cd Wo b
Determine the slope and vertical displacement of point A on the beam shown in the accompanyingillustration. Use Conjugate Beam Method. E = 200,000 MPa.
bläi 10 Q6) As shown in Figure 4, choose the nearest answer letter a, b, c or d. What is the ?equivalent resultant force (FR) 10KN 6 kN F =2 kN (Fal, ? AN 15 kN m (Fa,= ? kN 0.5m -1.5 -1.5 m (a) Figure 4 a) 5.32 kN O b) 6.32 kN O c) 4.32 kN O d) 5.37 kN O
es/69424/quizzes/321785/take Question 20 2 pts An overhanging beam is subjected to a partial uniform load w = 33 kN/m and two pint loads.P1 = 75 kN, P2 =460 kN. The beam has a hinge support at point %3D %3D B, a horizontal roller support at point A with overhangs on both sides as shown. P2 (kN) w (kN/m) -2 m P1 (kN) What is the vertical reaction in kN at support B, i.e. what is Rgy? Enter a positive value to represent UPWARD reaction and negative value to represent DOWNWARD reaction. 3pts Question 21
Show complete solution
Determine the vertical displacement at point B. Note: Use two (2) decimal places in the final answer. 15 kN 6 kN/m Bll 2EI EI EI 2.0m 4,0m 2.0 m VD 8.0 m 113.50/EI O 153.50/EI O 149.50/EI none of the abovc
1. Determine the magnitude and direction of the resultant. substitute: F=2060, B= 465, D=72, E= 22 *300KN F+6 kN D° 12 E 200KN B+2_kN 3. in
Please answer fast
determine MAАВ, МВА, МВС, Мсв, Мср, Мрс Using Slope Deflection Method for Figure 03 and all reactions at support. Use I = 1/12 b(h3) and E = 2.10x107 KPa Figure 03 1090 KN/m C 4.25m 5.15m b2= 0.55m b3= 0.75m 545 KN h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m 國D
1. From the beam shown: Determine the a/d ratio of the beam, at intervals 1.0 m. Identify if the beam is long, intermediate, short, or deep beam also, determine the value of Vc (Simplified and Detailed). WDL = 13 kN/m, WLL = 15 kN/m, fc' = 28 MPa, b = 400 mm, d = 500 mm, As = 1000 sq.mr 5.0m