Given M-28 kN-m, and P-5 kN, find the internal bending moment at point C of the beam in kN-m. 1.5m+← 1.5 m-+-1.5 m-+-1.5 m
Find the area
16 m 16 m 18 m 14 m 14 m 28 m
16 m 16 m 18 m 14 m 14 m 28 m
Design circular-spiral column on A. (A is on the hinge)
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
Design the T-section beam for the following:
Given: f'c=28 MPa fy=420 MPa
Wo 40 kN/m and WL 15 kN/m 2.5 m
Wo 40 kN/m and WL 15 kN/m 2.5 m
8 kN 10 kN 4 kN 1.5 m 2 m 2 m Determine the force in each member of the truss by method of joints and state if it is in tension or compression.
complete the shear moment diagram
3 kN 0.8 kN/m 3 kN + + 2 m 2 m DI 1 mm -2 m 1 m 1 m
Question 13 /20 View Policies Current Attempt in Progress 118 kN, w 28 kN/m, a 2.7 m, and AW410 x 60 standard steel shape is used to support the loads shown on the beam in the figure. Assume P b 2.0m. Determine the magnitude and location of the maximum bending stress in the beam Р Pin С А В Е b а a * MPа i Omax= i ! 0.00 m
15 kN Lesson 16 Group 2 5 kN 2m 10 kN m 2m--+-, 2 m 15 kN, 20 kN, 15 kN
2 kN 8 kN 2 kN/m 15 m 6 m 760 N/m 20 m 4 m Questions: When x = 2.5 m, V= N.m when x = 10.9 m, V= when x = 19.2 m, V= When x 22.7 m, V= N.m N.m N.m When x = 25.9 m, V= N.m when x = 31.1 m, V= N.m
2 kN 3 kN.m 1.5 m 1.5 m appear visually correct because the lines overlap, but the system will mark it wrong. add vertical line off delete add segment reset ? help 2 kN 3 kN m 1.5 m 1.5 m V(kN) x(m) 2 Submit Previous Answers Request Answer add vertical line off delete + add segment ▼ reset ? help 2 kN 3 kN·m 1.5 m 1.5 m M(kN·m) 14 12 10 x(m) .4 -6 .8 -10 -12 14