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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
for the wall shown determine the factors of safety against overturning and sliding and determine the soil pressures
completely design the cantilever retaining wall shown the height of wall hwnbspis 22 ft the backfill is level the
design a reinforced concrete bearing wall to support a series of precast single tees spaced 7 ft-6 in on centers the
design the first story shear wall for a three-story building with unfactored north-south lateral wind loads of 20 kips
compute the maximum design axial load strength for the tied column shown the column is short check the tie size and
find the maximum axial compressive service loads that the column of cross section shown can carry the column is short
a short circular spiral column having a diameter of 18 in is reinforced with eight no 9 bars the cover is 1frac12nbspin
compute the maximum axial compressive service live load that may be placed on the column shown the column is short and
design a short circular spiral column for service loads of 175 kips dead load and 325 kips live load assume that the
design a short square tied column to carry a factored axial design load punbspof 890 kips and a factored design moment
for the short tied column of cross section shown find the design axial load strength emptypnnbspfor an eccentricity of
design a plain concrete wall footing to carry a 12-in-thick reinforced concrete wall service loads are 23nbspkipsft