calculate the reactions. draw the sfd bmd and afd where applicable Q8 4 m 20 kN/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
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
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
Question 3 Draw the AFD, SFD and BMD for the frame shown below. 10 kNm 20 KN
how do i get all the values in the afd sfd bmd? Frictionless pulley 200 mm in diameter 1.1 m 3.5 m 2 m D 30 kg mass wkN/m (max) b Frictionless puny 200 35 30 kg MUSS Deflected Shape H AFD (N) -294 -294 SFD (NO -294 1648 BMD (Nm) 617 294 323 294 Q10 wkN/m (max) +w/ SFD (kN) 05734 BMD (kNm) 0.06415
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
1.5 kN/m 2.5 m 2.5 m a) b) Draw a SFD and BMD for end condtions?
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
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- +
Please write clearly. thank you 4. Calculate reactions and draw SFD, BMD and Qualitative Deflected Shape. Also, find the point of zero-shear from the left support (15 points) 1 k/ft Hinge 30 ft 24 ft 6 ft