For all Questions Fy = 370 MPa, F'c 23 MPa , cover 40 mm, stirrups 1C mm, main steel bars 25 mm Q2 : find maximum moment can be applied at section shown in Figure 2 1500 mm2 -400 mm- -ww 00z- 30 mm-
For all Questions Fy = 370 MPa, F'c 23 MPa , cover 40 mm, stirrups 1C mm, main steel bars 25 mm Q2 : find maximum moment can be applied at section shown in Figure 2 1500 mm2 -400 mm- -ww 00z- 30 mm-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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