Question

Please make answers and work legible.

Consider the beam and loading shown. Given, Ps 200 N and Q 500 N P P 30 225 300 Dinensions in me References eBook & Resources Section Break Difficulty: Medium value Required information 10.00 points Identify the correct shear diagram and determine the maximum absolute value of the shear. Solve the problem using the method of sections. (Round the final answer to the nearest whole number )

also find the absolute value of the bending moment plus the bending moment diagram as well

Answer 1

solution P-200N 500N 20ON DV 200N C A B K-300 225- 300- 225 500N Giveg diagg 200N 200N 200N 300 225 225 300 50ON 1 Section 1-1 Section 3-3 Section 2- 2 SEI SF3-3=200-500t200 -0ON SF2-2= 200-500 =+ 200 N =300N Section 4 -4 SEA-4 200-500+200+ 200 =+100N. 300N (-ive Sign)- at Section 2-2 Shear foce Abzolute

+100N 200N A 100N 300 N Chear force diagram

Section 1-1 Mi-1-20DX0-225 =- 45 N-m Section 2-2 Ma2=-20OxO 525 t5aoxo 300 45 N-m Section 3-3. Ma-2 200x0.750-t 500x0 S25-a0ox0225 67.5 N-m Sec 4-4 My-4 2oax050 + 500x0.825- 200x0525-200x0 300 Z7.5 N-m 67.5 N-n 45 Nn 5Nm T 45 N-m Morment aiagram Bending