2. Are the uncoated 422 bars shown anchored sufficiently with their 90-hooks?fe- 28 MPa and f...
Problem ll The figure below shows a cantilever beam with b = 12-in containing 3-No 7 bars that are anchored in the column by standard 90° hooks. fc 4500 psi (normal weight) and fy- 60,000 psi. If the steel is stressed to fy at the face of the column, can these bars: a) be anchored by hooks into the column? The clear cover to the side of the hook is 2 34 -in. The clear cover to the bar extension...
Question 2: Determine the required the tensile development length considering 90° hook for the uncoated 25 bars shown if normal-weight concrete is used. Consider fe 20 MPa and fy 420 Mpa Assume side, top and bottom cover to be at least 75 mm. 510mm 75し 3@120ーし75 75 4025 10@200 mm 685 760mm Question 2: Determine the required the tensile development length considering 90° hook for the uncoated 25 bars shown if normal-weight concrete is used. Consider fe 20 MPa and...