A solid circular pole is subjected to linearly varying distributed force with maximum intensity ao at the base and an axial compressive load P at the top (see figure).d90nFind the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 5.7 kN/m, P = 96 kN, and L=8 m. (Assume that the bending moments are not affected by thepresence of lateral deflections.)mm

Moment at base is given by ; M = (12 X L X qo) X (L3) M = (12 X 8 X 5.7 X 103) X (83) M = 60800 N-m

A solid circular pole is subjected to linearly varying distributed force with maximum intensity ao at the base and an axial compressive load P at the top (see figure). @ Find the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 5.7 kN/m, P= 96 kN, and L=8 m. (Assume that the bending moments are not affected by the presence of lateral deflections.) mm

A solid circular pole is subjected to linearly varying distributed force with maximum intensity ao at the base and an axial compressive load P at the top (see figure). @ Find the required diameter d of the pole (in mm) if the maximum allowable normal stress is 150 MPa. Let qo= 5.7 kN/m, P= 96 kN, and L=8 m. (Assume that the bending moments are not affected by the presence of lateral deflections.) mm

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter16: Lateral Earth Pressure

Section: Chapter Questions

Problem 16.3P: The soil profile at a site is shown Figure P16.3. Find the total horizontal normal stresses at A and...

See similar textbooks

Similar questions

If d = 450 mm, determine the absolute maximum bending stress in the overhang beam.
The bar has a 140 mm by 20 mm rectangular cross section. If P = 190 kN, determine the force components perpendicular (N) and parallel (V) to a-a, the inclined surface area, and the normal and shear stress magnitudes acting on surface a-a.
A hollow shaft with an outside diameter of 150 mm and an inside diameter of 130 mm is subjected to an axial tension load of P = 76 kN and torques TB = 15 kN-m and TC = 4 kN-m, which act in the directions shown. Determine the normal stress x at point H.
If a twisting moment of 1100 N-m is impressed upon a 4.4 cm ø shaft;1. What is the maximum shearing stress (in MPa) developed? 2. What is the angle of twist (in rad) in a 150 cm length of the shaft?Gsteel = 85 GPa.
Find the expressions to calculate the maximum normal and shear stresses for a circular profile: d (diameter)= 0.30 m
Since the beam M in the figure is under the effect of simple bending moment, calculate the bending stress and shear stress values at the A, B and C points. h = 400mm b = 140mm and M = 150KNm
The figure which is in equilibrium under the forces P and F = 42 kN inclined at θ= 48o, is supported by a pin at D. Determine the shear stress in the pin if it is 21-mm-diameter.
Q1(c) A horizontal force P with a magnitude of 600 N is applied to the end lever of flipped L shape with diameter of 30 mm, 250 mm height and 450 mm length. Prove that the shearing force P does not cause any shearing stress at point C and principal stresses are as shown in Figure Q1(b).
QUESTION 2) A bending moment of M=4 kNm, tan alpha (α)=0.577, acts on the section in the figure. Unbiased Determine the position of the axis and draw the stress distribution in the section
A simply supported beam carries a concentrated load of 31 kN at 7 meters from the left support (1 meters from the right support). Use EI = 80,000 kN-m2. Solve for the slope at the left support in degrees.
Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft.
P = 49 kips Determine the normal and shearing stress at point a, b, and c