Consider the beam and loading shown. Given: P 8.8 kN 03 m 40 mm 12 mm...
For the beam and loading shown, consider section n-n. Given: P= 145 kN. 72 mm 450 mm 72 mm 72 mm t= 6 mm 600 mm 192 mm Determine the largest shearing stress in that section. MPa The largest shearing stress is|
Consider the beam and loading shown. Given: P=69 KN ,15,15 30 15 15 05 m 1 1 .5 m OS m Dimensions in mm Determine the largest shearing stress in section n-n. (Round the final answer to two decimal places.) The largest shearing stress in section n-nis D 7 MPa.
0.3 m 10 kN 40 mm Problem 2 (10 Points) For the beam and loading shown, consider section n-n and determine (a) the largest shearing and normal bending stress in that section and (b) the shearing stress at point a. 12 mm 150 mm 12 mm 100 mm 1.5 m 200 mm
Required information Consider the beam and loading shown. Given: P=69 KN 15 15 30 15, 15 20 0.5 m P . 5 20 n 120 40 n 20 1.5 m 20 0.8 m 90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
! Required information Consider the beam and loading shown. Given: P=73 KN 15,1530 15 15 20 0.5 m a 20 n 120 40 20 -1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) The shearing stress at point a is MPa.
Required Information Consider the beam and loading shown. Given: P-73 kN 15 15 30 15 15 20 0.5 m 20 120 40 11 20 1.5 m 20 0.8 m -90 Dimensions in mm Determine the shearing stress at point a. (Round the final answer to two decimal places.) MPa. The shearing stress at point a is
Fig P6.4 ontFor the beam and loading shown, consider section-n and determine the shearing stress at (a) point a, (3) point & 160 mm 180 kN 20 mm irn 100 mm /n 30 mm 500 mm500mm 30 mm 30 mm 20 mm Fig. P6.22 and P6.24
! Required information For the beam and loading shown, consider section n-n. Given: P= 12 kips. P 20 kips р 0.6 in -10 in 1 ft 1 in. in 10 in. 0.375 in. -- 2 ft 2 ft 2 ft 2 ft 0.6 in. Determine the shearing stress at point a. The shearing stress at point a is ksi.
Consider the given beam and loading where P 480 N and Q 345 N. P 12 mm -500 mm 500 mm D AC 18 mm Determine the corresponding maximum normal stress due to bending. (Round the final answer to two decimal places.) The corresponding maximum normal stress is MPa.
For the beam and loading shown, consider section n-n and determine (a) the largest shearing stress in that section, (b) the shearing stress at point a. 10 kips 10 kips 8 in. in. 152 4 in. -4in 16i 12 i. 16 in.