1) Assuming Mcr = 125 k-ft, Ig = 47,250 in4 , Icr = 24,000 in3 , the moment of inertia for calculating a deflection corresponding to Ma = 200 k-ft, is most nearly:
A. 47,250 in4
B. 24, 000 in4
C. 30,000 in 4
D. 38,500 in 4
E. Other (specify) (g)
2) Assuming ΔD = 0.5 in.; ΔLL = 0.3 in., and ξ = 1.5, the total deflection of the beam is most nearly:
A. 0.8 in
B. 1.3 in
C. 0.95 in
D. 1.05 in
E. Insufficient information given
3) Cracking will not be a problem because:
A. # 8 bars are spaced at 5 in.
B. 3 in. cover is too large
C. 3 in. cover is too small
D. beam will not be visible to onlookers
1) Assuming Mcr = 125 k-ft, Ig = 47,250 in4 , Icr = 24,000 in3 , the moment of inertia for calculating a deflection cor...
1) The strain in the steel at failure is most nearly: A. 0.002 B. 0.005 C. 0.018 D. 0.023 E. 0.003 2) Find the development length of the # 8 bar in tension. A 12 ft cantilever beam 21 in. wide x 30 in, deep is reinforced by four # 8 bars as shown. Given fc 4000 psi and fy 60,000 psi. 3 in. is the cover to the center of the # 8 bar 21" #8 bars are spaced...
1) Find minimum depth. Assuming it does not support partitions likely to be damaged. 2) If the beam were to fail in bond, the cracks (relative to the plane defined by the longitudinal steel) will most likely be: A. Vertical B. Horizontal C. Combination of vertical and horizontal D. Inclined E. None of the above 3) Find the spacing of the #3 U stirrups corresponding to a design shear of 100 k A 12 ft cantilever beam 21 in. wide...