Question

What are the different between simply supported beam and continuous
beam in analysis and design?

Answer #1

design a simply supported floor beam of A992 steel to carry a
De0ad load of 0.5k/ft and a Live load of 1.5k/ft over a span 24 ft.
The beam has Full lateral bracing provided. Show All steps.

A 5.3m long simply supported beam is subjected to a dead load of
23 and live load of 28 kN/m. If the beam has width, height and
concrete cover of 25cm, 50cm and 3cm respectively, design this
beam. Use C25 and S220. (if required; k1=0.85 and d’’=2cm)

Plot the shear force and bending moment digrams for an
8m long beam simply supported at 0m and 6m. There is a distributed
load of 10 KN/m between the two supports and there is a point load
of 20kN located at the end of the beam.

for
a simply supported beam carrying a uniformly distributed gravity
load, at any internal section of the beam, what is the nature of
the top fibres experience stresses?

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 bending capacity of a simply supported concrete
beam.
Beam is 6m long and supporting dead load of 20KN/m and live load
of 10KN/m. Compressive strength of the concrete is 25MPa and yield
strength of rebars is 500MPa.
Concrete beam is 300mm height 200mm width.

. 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.

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....

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.

analyse, design and report on a viable longitudinal span and
beam, suspend slab design and column slenderness.Design constraints
for this individual concrete beam include using simply supported
(fixed connected), non-continuous beam design and will not require
any pre stressed beam design based on AS3600-2009.
Support beams have a uniformly distributed imposed load of 15
kN/m
Density of RCC,ρ = 2600 kg/m3
Live Load on Slab = 4kN/m
Dead Load on Slab = 3kN/m
Yield Strength of...

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