total depth of 26 in., and depth of reinforcement of 22.5 in.
(cover of 3.5 in.). The span from center-line of column to
center-line of column is 30 ft and the beam is subjected to a
uniformly distributed factored load of 8 kip/ft (applied to
the top face of the beam). Assuming the case of uniform load
over the entire span, the distance from the center-line of the
column to the section, where only the minimum amount of shear
reinforcement is required shall be:
Column width is 30 in. and concrete strength is 4000 psi
- The Beam Shown In The Figure Below Has A Width Of 14 In A Total Depth Of 26 In And Depth Of Reinforcement Of 22 5 In 1 (7.51 KiB) Viewed 36 times
A.) 8.53 ft
B.) 3.21 ft
C.) 11.25 ft
D.) 5.43 ft
26" -30 ft K30+ *30*