Question

A simply supported rectangular concrete beam is 18 in. wide and has an effective depth of 32 in. The beam supports a factored load (wu) of 15 kips/ft. on a clear span of 22 ft. The given load includes the weight of the beam. Use f'c = 4,000 psi. and fy = 60,000 psi.

Over what length of span are stirrups required?

Group of answer choices

**8.35 ft.**

**9.18 ft.**

**10.26 ft.**

**Stirrups are not required for this beam.**

**None of the above.**

Answer #1

please like sir

A simply supported rectangular concrete beam is 18 in. wide and
has an effective depth of 32 in. The beam supports a factored load
(wu) of 15 kips/ft. on a clear span of 22 ft. The given load
includes the weight of the beam. Use f'c = 4,000 psi. and fy =
60,000 psi.
What is the un-rounded stirrup spacing requirement at the
critical section?
Group of answer choices
3.23 in.
3.63 in.
4.04 in.
4.50 in.
None of the...

A rectangular RC beam is simply supported over a span of 8m and
carries a dead load of 15kN/m (including self-weight) and an
imposed load of 8kN/m. The beam is 250mm wide and has an effective
depth of 400mm. Grade 30 concrete is to be used.
Determine if the beam should be singly reinforced or
doubly reinforced.

Please select the reinforcement spacing for the entire span of a
simply supported beam on a 22 ft span. Use the detailed method to
calculate Vc. Do not use a shear envelope diagram use the regular
shear force diagram. Use b = 16 in., d = 27 in., the main bending
reinforcement consists of 4 #9 bars. The unfactored dead and live
loads are 2.6 Kip/ft and 2.5 kip/ft, respectively, f’c = 4500 psi,
and fy = 60,000 psi. Use...

A simply supported reinforced-concrete beam has to resist a
maximum factored moment of M* = 210 KN-m. Given that f’c = 32 MPa,
fy = 500 MPa and that the maximum possible width for the beam is
240 mm: a. Establish an appropriate structural depth ‘d’ for the
beam b. Determine the total depth ‘D’ of the beam for a FRL of 90
minutes c. Find the area of steel Ast required to resist the moment
and select the rebars....

simply supported timber beam is 14 feet long with
cross-sectional dimensions of 4 in. wide by 10 in. tall. The beam
is supported at its ends and carries a concentrated load of 5 kips
at its center. The modulus of elasticity is 1.7×106
psi.
The deflection at the center is most nearly

A simply supported rectangular beam of 5m span carries a
characteristic dead, gk (inclusive of the beam’s self-weight) and
imposed, qk, loads of 15 and 7 kN/m respectively.
Given the following data:
Beam: 285mm wide and 500mm high, Reinforcement steel: High
tensile steel, Concrete grade: C30, Exposure condition: Mild and
Fire resistance = 1.5h.
Design the rectangular beam according to BS8110.

Calculate the total area of steel required in tension zone for a
simply supported beam of 230 mm wide, 406 mm effective depth. The
total ultimate factored moment on the beam is 146.76 kN.m. Assume
an effective cover for the compression reinforcement as 20 mm.
Mu,lim of the section is 130.76 kN.m. Use M25 grade concrete and
Fe415 steel. Check for spacing, shear and deflection is not
required.

2. A simply supported beam has a width of 200mm and
depth of 400mm is 4m long. It carries a
uniformly distributed load of 20 kN/m over the whole beam and a
point load of 40 kN at the
center of the beam. Compute the maximum deflection if the maximum
slope produced in the
beam is 2× ??-3 radian. (6 M
Blease i want prompt clear solution for this question in
detail,.

A rectangular, tension-reinforced beam is to be designed for
dead load of 500 lb/ft plus
self-weight and service live load of 1200 lb/ft, with a 22 ft
simple span. Material strengths will be fy =
60 ksi and fc・= 3 ksi for steel and concrete, respectively. The
total beam depth must not exceed 16
in. Calculate the required beam width and tensile steel
requirement, using a reinforcement
ratio of 0.60 ρ0.005 . Use ACI load factors and strength reduction
factors....

A simply supported beam spans 20 ft and carries a uniformly
distributed dead load of 0.8 kips/ft including the beam self-weight
and a live load of 2.3 kips/ft. Determine the required plastic
section modulus and select the lightest weight Wshape to carry the
moment. Consider only the limit state of yielding (Zone 1) and use
A992 steel. Design by (a) LRFD and (b) ASD.

ADVERTISEMENT

Get Answers For Free

Most questions answered within 1 hours.

ADVERTISEMENT

asked 7 minutes ago

asked 58 minutes ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 1 hour ago

asked 2 hours ago

asked 2 hours ago

asked 2 hours ago