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Q2. Determine the nominal concentrated load Ph (neglecting beam weight) that will cause a bending moment...
8:. Determi t, ne the nominal uniform load that this beam can support,including its own weight,if - 60,000 psi and...
8:. Determi t, ne the nominal uniform load that this beam can support,including its own weight,if - 60,000 psi and f. 4000 psi. (10 pts.) 23" 26" 3#9 18'
Problem 5. Determine the nominal or theoretical moment capacity Mn of beam iffy = 60,000 psi...
Problem 5. Determine the nominal or theoretical moment capacity Mn of beam iffy = 60,000 psi and fc' = 4000 psi. 3 in 3 in... 3 in.3 in. inli 18 in
For the simply supported beam shown, the span is 40 ft, dead load including own weight...
For the simply supported beam shown, the span is 40 ft, dead load including own weight is 5 k/ft and live load is 4 k/ft. Assume fy-60,000 psi and fc 4000 psi, find: Size of the longitudinal reinforcement at the critical section (5 points) Spacing of U stirrups # 4 at the critical section (support width is 12 in.) (5 points) a. b. 48" 26.5" As 16
2. Calculate the instantaneous deflections: 6pt, due to the dead and live loads together, and o, due to the live load only. Use fy 60,000 psi, f in the WD value. 4000 psi, and n 8. Beam weight is...
2. Calculate the instantaneous deflections: 6pt, due to the dead and live loads together, and o, due to the live load only. Use fy 60,000 psi, f in the WD value. 4000 psi, and n 8. Beam weight is incl WD 1.6 k/ft WL 2.4 k/ft 24 in. 4 #10 30 ft
2. Calculate the instantaneous deflections: 6pt, due to the dead and live loads together, and o, due to the live load only. Use fy 60,000 psi, f in...
Investigate the adequacy of the beams shown below to resist bending moment. All indicated dead load does not include sel...
Investigate the adequacy of the beams shown below to resist
bending moment. All indicated dead load does not include self
weight:
WD 1.4 k/ft PL 20 kips each 21 ft 20" 2#6 fc 4,000 psi fy 60,000 psi 32" 4#5 Skin reinforcement 2#9+4#8 Not required by code
WD 1.4 k/ft PL 20 kips each 21 ft 20" 2#6 fc 4,000 psi fy 60,000 psi 32" 4#5 Skin reinforcement 2#9+4#8 Not required by code
Determine the shear force and bending-moment distributions produced in the beam by the concentrated load. 1)...
Determine the shear force and bending-moment distributions produced
in the beam by the concentrated load.
1) At x=0.13I, V=?P, M=?PI
2) At x=0.35I, V=?P, M=?Pl
3) At x=0.86I, V=?P, M=?Pl
A rectangular beam having b=16 in and d=26 in spans 28 ft face to face of...
A rectangular beam having b=16 in and d=26 in spans 28 ft face
to face of simple supports. It is reinforced for flexure with 6#11
bars that continue uninterrupted to the ends of the span. It is to
carry service dead load 2.0 kips/ft (including self weight) and
service live load 3.6 kips/ft, both uniformly distributed along the
span. Design the shear reinforcement using vertical U stirrups.
Economize the spacing of stirrups in appropriate number of bands.
Material strengths are...
Please answer all question, it’s one question but was devised into 3 sections. Thanks! 5. For...
Please answer all question, it’s one question but was devised
into 3 sections. Thanks!
5. For a reinforced concrete beam,if the reinforcing steel has a yield strength of so si andthe whatis the modular ratio? the re of 50 ksi and the 6. For the reinforced concrete beam shown below, what is the stress in the concrete and in the ular (10 pts) ght concrete has Ec reinforcing steel for the given bending moment and material properties using the rectang...
the distributed load does not include beam weight. please find reactions, moment/phase diagrams, and what the...
the distributed load does not include beam weight. please find
reactions, moment/phase diagrams, and what the question is asking.
please actually complete the whole question. thanks!
4-14. The beam shown is supported on pedestals 20-in. wide The loads are service loads, isudsst. The clear span is 24'-4". Use f- 4000 psi; the reinforcing steel is A615 Grade 60 Design shear reinforcing for the beam: a. Between the point load and the left reaction b. Between the point load and the...
Problem l The beam shown below is laterally braced at D,F and F. The uniform load shown does not include the weight of the beam. Determine whether a W24x 104 ASTM A992 is adequate for bending and sh...
Problem l The beam shown below is laterally braced at D,F and F. The uniform load shown does not include the weight of the beam. Determine whether a W24x 104 ASTM A992 is adequate for bending and shear. P,-12k PL -36k 3k/ft 10 20 30 FIGURE P5.5-15 a) Determine the controlling load combination and calculate Pu (for the concentrated force) and wu (for wo plus beam's selfweight, which is a uniformly distributed load) b) Analyze the beam loaded with the...
8:. Determi t, ne the nominal uniform load that this beam can support,including its own weight,if - 60,000 psi and f. 4000 psi. (10 pts.) 23" 26" 3#9 18'
Problem 5. Determine the nominal or theoretical moment capacity Mn of beam iffy = 60,000 psi and fc' = 4000 psi. 3 in 3 in... 3 in.3 in. inli 18 in
For the simply supported beam shown, the span is 40 ft, dead load including own weight is 5 k/ft and live load is 4 k/ft. Assume fy-60,000 psi and fc 4000 psi, find: Size of the longitudinal reinforcement at the critical section (5 points) Spacing of U stirrups # 4 at the critical section (support width is 12 in.) (5 points) a. b. 48" 26.5" As 16
2. Calculate the instantaneous deflections: 6pt, due to the dead and live loads together, and o, due to the live load only. Use fy 60,000 psi, f in the WD value. 4000 psi, and n 8. Beam weight is incl WD 1.6 k/ft WL 2.4 k/ft 24 in. 4 #10 30 ft
2. Calculate the instantaneous deflections: 6pt, due to the dead and live loads together, and o, due to the live load only. Use fy 60,000 psi, f in...
Investigate the adequacy of the beams shown below to resist
bending moment. All indicated dead load does not include self
weight:
WD 1.4 k/ft PL 20 kips each 21 ft 20" 2#6 fc 4,000 psi fy 60,000 psi 32" 4#5 Skin reinforcement 2#9+4#8 Not required by code
WD 1.4 k/ft PL 20 kips each 21 ft 20" 2#6 fc 4,000 psi fy 60,000 psi 32" 4#5 Skin reinforcement 2#9+4#8 Not required by code
Determine the shear force and bending-moment distributions produced
in the beam by the concentrated load.
1) At x=0.13I, V=?P, M=?PI
2) At x=0.35I, V=?P, M=?Pl
3) At x=0.86I, V=?P, M=?Pl
A rectangular beam having b=16 in and d=26 in spans 28 ft face
to face of simple supports. It is reinforced for flexure with 6#11
bars that continue uninterrupted to the ends of the span. It is to
carry service dead load 2.0 kips/ft (including self weight) and
service live load 3.6 kips/ft, both uniformly distributed along the
span. Design the shear reinforcement using vertical U stirrups.
Economize the spacing of stirrups in appropriate number of bands.
Material strengths are...
Please answer all question, it’s one question but was devised
into 3 sections. Thanks!
5. For a reinforced concrete beam,if the reinforcing steel has a yield strength of so si andthe whatis the modular ratio? the re of 50 ksi and the 6. For the reinforced concrete beam shown below, what is the stress in the concrete and in the ular (10 pts) ght concrete has Ec reinforcing steel for the given bending moment and material properties using the rectang...
the distributed load does not include beam weight. please find
reactions, moment/phase diagrams, and what the question is asking.
please actually complete the whole question. thanks!
4-14. The beam shown is supported on pedestals 20-in. wide The loads are service loads, isudsst. The clear span is 24'-4". Use f- 4000 psi; the reinforcing steel is A615 Grade 60 Design shear reinforcing for the beam: a. Between the point load and the left reaction b. Between the point load and the...
Problem l The beam shown below is laterally braced at D,F and F. The uniform load shown does not include the weight of the beam. Determine whether a W24x 104 ASTM A992 is adequate for bending and shear. P,-12k PL -36k 3k/ft 10 20 30 FIGURE P5.5-15 a) Determine the controlling load combination and calculate Pu (for the concentrated force) and wu (for wo plus beam's selfweight, which is a uniformly distributed load) b) Analyze the beam loaded with the...
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