Figure3 Q3: A 400-mm-wide cantilever beam frames into the edge of a 400-mm-thick wall similar to Figure 4. To reach M, the three No.25 bars at the top of the beam a. Compute the minimum embedment of the bars into the wall and the development length in the beam. The concrete is sand/low-density concrete with strength of 25 MPa. The yield strength of the flexural reinforcement is 420MPa. Construction joints are located at the bottom and top of the beam. Figure 4. The beam has closed No.10 stirrups with fy= 420MPa at a spacing of 180mm throughout its length. The stirrups are not shown. The cover is 40mm to the stirrups. The three No.25 bars are inside 13 bars used as vertical steel in each face of the wall. 10@180mm 3- 25 mun Caste tion joint Case ( 400' Figure 4 1500 un 150 m
Figure3 Q3: A 400-mm-wide cantilever beam frames into the edge of a 400-mm-thick wall similar to Figure 4. To reach M, the three No.25 bars at the top of the beam a. Compute the minimum embedment of the bars into the wall and the development length in the beam. The concrete is sand/low-density concrete with strength of 25 MPa. The yield strength of the flexural reinforcement is 420MPa. Construction joints are located at the bottom and top of the beam. Figure 4. The beam has closed No.10 stirrups with fy= 420MPa at a spacing of 180mm throughout its length. The stirrups are not shown. The cover is 40mm to the stirrups. The three No.25 bars are inside 13 bars used as vertical steel in each face of the wall. 10@180mm 3- 25 mun Caste tion joint Case ( 400' Figure 4 1500 un 150 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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