

Draw the SFD and BMD, and find the actual force.
5 KN B с 5 kN/m B IDINI с *2+2+ lokNam 2. 9 3 Dhinge 2 A roller *2 l 2 t SFD , BMD, Axial Force
L1(m)=1.5. L2(m)=1.5. w(kN/m)=3.
P(kN)=10. M(kNm)= 8. B(mm)= 12. D(mm)=18
Q 4. Draw SFD and BMD for the beam given below and determine the absolute maximum bending stress in the beam if it has a rectangular cross-section of width (B) and depth (D). [7 marks) w kN/m PKN M kNm A B E 4 22 L1 L2 L2
calculate the reactions.
draw the sfd bmd and afd where applicable
Q8 4 m 20 kN/m b 3 m + 100 KN 3 m 8 m בו 4
Draw SFD, BMD, and AFD for the following problems.
Problem 4 (A is a fixed support) 15m3 m 6 kN 1.5 m 6 kN 1.5 m
calculate the reactions.
draw the sfd bmd afd where applicable
03 3 m 200 KN 1 3 m 12 m 04 2 m 120 KN 1 b 4 m 8 m 4 m
Draw the BMD and SFD for the following problems. 6 KN 6 KN 12 kN.m 12 kN.m LB 2 m 2m-2m- W = 8kN W = 8kN L = 3mL = 3m = 3m L = 6m 500 lb 200 lb 300 lb B 8f- 8f- +
8. calculate the reactions.
draw the SFD BMD and AFD where applicable
200 KN O f 4 m 2m x 2m 4.2mm 2m ste 2m 2m
Three-hinged circular arch
Determine the reactions and draw the BMD, SFD & NFD
1.5 kat kios kip 45 deg 45 c0 43 dag P1. Three-hinged circular arch Determine the reactions and draw the BMD, SFD& NFD
Draw the SFD and BMD for the following beam:s 2b- hirte
Draw the SFD and BMD for the following beam:s 2b- hirte
Please draw the SFD and BMD
Determine the shear force and moment at points C and D. Also, Draw the SFD & BMD 500 lb 200 lb 300 lb 114.29 lb 885.71 lb ft-4 ft 2 ft