answer) here first we have
P=Ps+Pc
so Ps+Pc=150.........1)
now we know the condition
c=
s................2)
now we know the formula
c=PcL/AcEc=Pc*4*12/(64-4*(pi/4)*(3/4)2)*3.6*106=0.2143*10-6Pc
s=PsL/AsEs=Ps*4*12/(4*(pi/4)*(3/4)2*29*106=0.9366*10-6Ps
from eqn 2) we have
0.2143*10-6Pc=0.9366*10-6Ps
Pc=4.372Ps........3)
from eqn 1 we have
4.371Ps+Ps=150
5.371Ps=150
Ps=27.925kips
again using eqn 3
Pc=4.372*27.925=122.088kips
now putting the values
c=
-Pc/Ac=122.088/64-4*(pi/4)*(3/4)2=-1.962ksi
and s=-Ps/As=27.925/4*pi/4*(3/4)2=
-15.8 ksi
A 4-ft concrete post is reinforced with four steel Ex-29 x 106 psi and Ec- 3.6...
The concrete post (Ec = 3.6 × 106
psi and αc = 5.5 × 10-6/°F) is
reinforced with six steel bars, each of 78-in.78-in. diameter
(Es = 29 × 106 psi and
αs = 6.5 × 10-6/°F). Determine the
normal stresses induced in the steel and in the concrete by a
temperature rise of 75°F.
The normal stress in the steel is _____ ksi.
The normal stress in the concrete is _____psi
6 ft 10 in. 10 in.
The concrete post (Ec 3.6 x 10 psi and ac 5.5 x 10/F) is reinforced with six steel bars, each of-in. diameter (Es= 29 x 10 psi and as 6.5 x 10/F). Determine the normal stresses induced in the steel and in the concrete by a temperature rise of 60°F. 6 ft 10 in 10 in The normal stress in the steel is ksi. psi The normal stress in the concrete is
1. Reinforced Rectangular Concrete Beam The reinforced concrete beam shown is subjected to a bending moment of 200 kip ft. Knowing that the modulus of elasticity for the concrete and the steel are respectively Ec= 3.75 X 10 psi and Es = 30 x 10 psi, determine the tensile stress in [ksh] that develops in the steel bars. 20 in 1 in diameter 72.5 in 12 in-
Question 35
300 mm 18 in 4.5 ft 60 mm 40 mm Fig. P2.33 2.34 For the composite block shown in Prob. 2.33, determine (a) the value of h if the portion of the load carried by the aluminum plates is half the portion of the load carried by the brass core, (b) the total load if the stress in the brass is 80 MPa Fig. P2.35 2.35 The 4.5-ft concrete post is reinforced with six steel bars, each with...
The concrete [E = 29 GPa] pier shown in the figure is
reinforced by four steel [E = 200 GPa] reinforcing rods,
each having a diameter of 19 mm. Assume P = 680 kN,
L = 2.10 m, and a = 275 mm. If the pier is
subjected to an axial load of 680 kN, determine
(a) the normal stress (positive if tensile and negative if
compressive) in the concrete and in the steel reinforcing
rods.
(b) the deflection of...
In the following reinforced concrete beam, bending moment is
150kip-ft and Ec = 3.75x10^6psi Es = 30x10^6psi determine (a) the
stress in the steel (b) the madimum stress in the concrete
This is what I've done so far. I think the next step is to
calculate the distance of neutral axis from the bottom section
which should end up in a quadratic equation to solve for x.
Q4) In the following reinforced concrete beam, bending moment is 150kip-ft and E=3.75x10°Es=30x10ʻpsi...
13. An 8 inch by 8 inch reinforced concrete bar needs to be designed to carry a compressive axial force of 235,000 pounds. Assume the normal stress in concrete to be a uniform maximum of 3ksi and the normal stress in steel bars to be 20ksi, determine the minimum number of 0.25" diameter steel bars needed
13. An 8 inch by 8 inch reinforced concrete bar needs to be designed to carry a compressive axial force of 235,000 pounds. Assume...
326 СНАРТER 6 BENDING EXAMPLE 6.18 The reinforced concrete beam has the cross-sectional area shown in Fig. 6-39a. If it is subjected to a bending moment of M = 60 kip ft determine the normal stress in each of the steel reinforcing rods and the maximum normal stress in the concrete. Take Est = 29(10) ksi and Econc = 3.6(103) ksi SOLUTION Since the beam is made of concrete, in the following analysis we will neglect its strength in supporting...
A steel pipe is filled with concrete and used as a column with
a cross section as shown. The
column is loaded in compression. If the total compressive
force is 150 kip, determine the stress
in each material. ES=30x106 psi and EC= 3 x 106 psi
0 d=8 in. 0.5 in.
Learning Goal: To become familiar with the force method of analysis for axially loaded composite members. As shown, a concrete column is reinforced with four steel bars. The column has length L = 8.000 m and a radius r = 500.0 mm. The steel bars each have a diameter of d = 26.00 mm, and the magnitude of the applied axial force is P = 1300 kN. Assume the plate on top of the column allows for equal distribution of...