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design a rectangular reinforced concrete beam to carry service loads of 125 kipsft dead load includes beam weight and
the simply supported beam shown is on a clear span of 30 ft the beam carries uniformly distributed service loads of 19
a uniformly loaded beam is subjected to a shear vunbspof 60 kips at the face of the support clear span is 32 ft beam
a simply supported rectangular reinforced concrete beam having d 24 in and b 15 in supports a uniformly distributed
for the beam shown check moment and design single-loop stirrups the loads shown are factored loads assume the supports
design stirrups for the beam shown the supports are 12-in wide and the loads shown are factored design loads the dead
the beam shown is supported on pedestals 20-in wide the loads are service loads and the distributed load includes the
design the rectangular reinforced concrete beam for moment and shear use only tension steel for flexure the loads shown
a rectangular reinforced concrete beam 14 in times 20 in deep is subject to a maximum factored torque of 24 ft-k
the floor framing in an office building consists of reinforced concrete beams 18 in times 24 in deep that support
the exterior balconycanopy shown is to be constructed of lightweight concrete fctnbspnot specified the bars are epoxy
considering the anchorage of the beam bars into the column determine the largest bar that can be used without a hook
determine the development length required in the column for the bars shown if the available development length is not
the tension bars in the stem of the reinforced concrete retaining wall are no 9 at 7 in oc and are to be lap spliced to
design the tension splices at points a and b in the beam shown assuming for purposes of this problem that the splices
number nbsp9 compression bars in a column are to be lap spliced there is no excess steel and the bars are enclosed by a
for the overhanging beam shown find the theoretical cutoff point for the center no 9 bar assume the section of maximum
a simply supported uniformly loaded beam carries a total factored load of 48 kipsft this includes the beam weight on a
the beam shown is to carry a total factored uniform load of 10 kipsft includes beam weight and factored concentrated
for the one-way slab shown determine all moments and shears for service loads of 100 psf dead load includes the slab
for the continuous beam shown determine all moments and shears for service loads of 200 kipsft dead load includes
using the aci coefficients design a continuous reinforced concrete beam that will span four supports the end spans are
a floor system is to consist of beams girders and a slab a partial floor plan is shown service loads are to be 45 psf
the beam of cross section shown is on a simple span of 20 ft and carries service loads of 15 kipsft dead load includes
the floor beam shown is on a simple span of 16 ft the beam supports nonstructural elements likely to be damaged by