A cantilever has the inverted T-section shown in Fig. P.10.1. It carries a vertical shear load of 4 kN in a downward direction. Determine the distribution of vertical shear stress in its cross-section. Ans. In web: 7=0.004(44²–3})N/mm², in flange: 7=0.004(26²–3})N/mm² !!

A cantilever has the inverted T-section shown in Fig. P.10.1. It carries a vertical shear load of 4 kN in a downward direction. Determine the distribution of vertical shear stress in its cross-section. Ans. In web: 7=0.004(44²–3})N/mm², in flange: 7=0.004(26²–3})N/mm² !!

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter6: Vertical Stress Increase In Soil

Section: Chapter Questions

Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...

See similar textbooks

Related questions

Q: Consider the simply-supported overhang beam shown. There is a pin support at A, a roller support at…

A: Given beam is simply supported with overhang end.The length of span, L =10mthe loads are uniformly…

Q: Problem 1- The beam shown below is in equilibrium when subjected to forces presented. Determine the…

Q: A plane rectangular gate (width 5 m) is hinged at the support at B as shown in Figure 2. Neglect the…

A: For minimum for P reaction at A will be zero.

Q: 10 What is the shear force value (kN) at support B? 5 kN/m A 4m 平子

A: The FBD of the given beam is shown below: Taking equilibrium conditions: ∑fy=0VA+VB=20 Taking…

Q: Page 4 QUESTION 4: Determine the reactions at A and B for the beam with an overhang and a…

A: Step 1

Q: 09 a) Calculate the vertical and horizontal reactions in the frame below (Figure 3), assume a 7…

A: Taking Moment at E point ∑ME=0VA×11+1.4×4×1+42=4.2+3.2×112×114+5.2cos35×2 11VA+16.8=111.925+8.52…

Q: Consider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left…

A: Given , The value of long segment of a simply supported beam is 140 mm . The bending moments on the…

Q: 100 mm 25 mm 125 mm M. 75 mm The beam is subjected to an internal moment of M = 3 kNm. 25 mm 75 mm…

Q: Problem #2 10*Y N/m X/10 N/m B Cm Bm 7. What is the total resultant vertical load in the beam AB?…

Q: Q:1 The beam shown in the figure is supported by a pin at C and by a short link AB. If w 30 kN/m,…

A: Determine the average shear stress in the pins at A and C.

Q: Consider the beam shown in (Figure 1). Suppose that wi = 600 N/m, w2 = 300 N/m. Follow the sign…

Q: 9 kN PROBLEM 5.56 12 kN/m Draw the shear and bending-moment diagrams for the beam and loading shown…

A: We have to find SFD BMD and maximum normal stress due to bending.

Q: Problem #1 X N/m Y N/m B Am В m 1. What is the total resultant vertical load in the beam AB? (N) 2.…

A: X=429 N/m Y=29 N/m A=2m B=9m From the question, we can see that there is a combined loading…

Q: O Replace the distributed loading by an equivalent resultant force and specify where its line of…

A: Need to find out resultant force and distance from C

Q: Q2(a) The overhanging beam shown in Figure Q2(a) has three concentrated loads. If the beam is having…

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear…

A: Using method of consistent deformation,....drawing of SFD and BMD for BC

Q: Refer in the figure below. 290 kN/m 580 kN/m q kN/m 3m 6m- L- If the shear is zero at 5 m from the…

A: Given data- Loading at the left end=290 kN/m acting on the span of 3mshear force is zero at 5m from…

Q: The beam shown in Figure 1. Carries two concentrated loads at points B and C. It is simply supported…

Q: Consider a 155-mm-long segment of a simply supported beam. The internal bending moments on the left…

Q: PROBLEM 1 Find the support reactions and joint force of the construction, shown on the figure, if P=…

A: We have to find the support reactions and joint force

Q: Situation 9 – Given the following data of the Figure shown. e = 40° P = 45 kN R = 3.2 m Given that…

Q: 3. Treating the force at B as an upward load B, determine its value using superposition. E= 200 GPa…

Q: On the recessed, rectangular cross-sectional beam, the forces F1 = 50 kN, F2 = 100 kN, F3 = 70 kN…

A: Strain gauge : Strain measure is a gadget which is when exposed to some power results change in…

Q: Figure P.2.2 P.2.3. A truncated conical bar was subjected to an axial load P as in Figure P.2.3.…

Q: I- Shear and Moment Diagram 1. Find the maximum shear and moment values by using the Shear and…

A: To find out the shear force and bending moment diagram and Flexural strength of beam.

Q: 19 What is the shear force value (kNm) at support A? 5 KN/m 4 m

A: Given:- A beam is given with uniformly distributed load of 5 kN/m acting on it Support A is hinged…

Q: Compute the reactions at supports for the following structures using slope- deflection equations. |…

Q: 2 m 1 m 25KN

A: To find out the shear for at T.

Q: Page |4 QUESTION 4: Determine the reactions at A and B for the beam with an overhang and a…

A: Given Load acting are concentrated point load of 15 KN and Uniformly varying load of 12.5 KN/m .

Q: Calculate the internal shear force at section 1 m from point A in the figure shown below. 60 kN 30…

A: explaination of sign convention for shear force if we move left to right then downward force is…

Q: 4.15 The elliptical cross section shown is transmitting a torsional moment T. (a) Determine the…

A: We have to find the value of stress function and the shear stress equations, the maximum shear…

Q: 1. Determine the shortening of bar BE. 2. Determine the vertical displacement of point A. 3.…

A: Consider the free body diagram of the given beam supported by rigid bars as shown below. Assume A…

Q: If the wide flange is subjected to a shear force of V = 30 kN, Draw the shear stress distribution in…

A: The maximum shear stress is the maximum concentrated shear force in a small area. The neutral axis…

Q: 2. A beam with an overhang is subjected to a combined loading, as shown in Figure 4. Determine the…

A: Given:- An overhanging beam is subjected to combined loading The magnitude of the uniform load =…

Q: 14. Compute for the horizontal reaction at A if W = 24 kN. a. 45.72 kN b. 37.42 kN C. 35.33 kN d.…

A: W = 24KN

Q: 20 kN 20 kN 18 k N/ m 12 k N/ m A A В 3 m 2 m - 2 m 2 m 100 mm 400 mm 300 mm

A: Moment of inertia, I =Inertia of recangle+Inertia of triangle =b×d312R+b×h336T…

Q: Q.3) (a) Find the support reactions of the beam shown below. (b) Write the expressions for…

Q: 1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using…

Q: Situation 3: Two uniform loads of 112 kN/m acting downward are supported by a uniform upward…

Q: 1.22 The values of axial stress (6) in kN/m2, bending moment (M) in kNm, and shear force (V) in kN…

Q: From the gerber beam below, calculate the support reactions and draw diagrams of soliciting stresses…

Q: Page | 4 QUESTION 4: Determine the reactions at A and B for the beam with an overhang and a…

Q: X N/m В В m Am 17. What is the total resultant vertical load in the beam AB? (N) 18. At what…

Q: 24 kN P. 5.78 The beam AB supports two concentrated loads and rests on soil that exerts a linearly…

A: Centroid of the two downward force vectors FTOT = 24+30 kN→XTOT = 0.624 + 1.53054 = 1.1 m

Q: A tripod plotted in a 3-D coordinate system is supporting a downward vertical load of P = 443 kN at…

A: GIVEN: A tripod plotted in a 3-D coordinate system is supporting a downward vertical load of P = 443…

Q: Problem #4 X N/m B В m Am 17. What is the total resultant vertical load in the beam AB? (N) 18. At…

Q: If a twisting moment of 1100 N-m is impressed upon a 4.4 cm ø shaft; 1. What is the maximum shearing…

Q: For the given beanm, the shear force diagram is illustrated as follows. Determine the maximum value…

A: Given data:

Q: Please answer the following question

A: Draw the free-body diagram of the beam.

Q: 2. The simply supported beam below is supported on a spring at joint 2. (a) Compute the stiffness…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

A cantilever has the inverted T-section shown in Fig. P.10.1. It carries a vertical shear load of 4 kN
in a downward direction. Determine the distribution of vertical shear stress in its cross-section.
Ans. In web: 7=0.004(44²–³)N/mm², in flange: 7=0.004(26²–})N/mm²
!!

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1 Solution:-

Step 2 Solution:-

Step 3 Solution:-

Step 4 Answer:-

Step by step

Solved in 4 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

T (Shear force) and M (Bending) for the system whose loading condition is given in Figure 1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using Castigliano's Theorem. The beam bending stiffness (EI) is constant along the bar and its value is 50 000 kNm2. q=1,4(kN/m) a=8(m) El=50000(kNm2)
For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 5.6 × 104 kN·m2 is constant for the beam; P = 40 kN, LAB = 3.9 m, LBH = 3.9 m.
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. Figure P6.4
As shown in the figure, aluminum rod AB and steel rod BC, hinged to rigid supports, are pinned together at B to carry a vertical load P = 6000 lb. If aluminum rod has a cross-sectional area of 0.60 in.² and E = 10 × 103and steel rod has 0.50 in.² and E = 29 × 106 each rod and the horizontal and vertical displacements of point B. Assume α = 60° and θ = 30°. ksi, psi, compute the elongation of
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.
The continuous beam shown in the figure is fixed at both ends A and D, and supported by rollers at B and C Assume I = 800 x 106 mm4 and E = 70,000 MPa. W1 (kN/m) = 25 F (kN) = 50 S (mm) = 15 If there is a settlement of S at the support C, solve the following: 1. Slope at B, in radians 2. Slope at C, in radians 3. Reaction at A, RA in kN 4. Moment at A, MA in kN-m 5. Reaction at D, RD in kN 6. Moment at D, MD in kN-m
On the recessed, rectangular cross-sectional beam, the forces F1 = 50 kN, F2 = 100 kN, F3 = 70 kN are applied. If Young's modulus and shear modulus are 120 GPa and 44.5 GPa respectively, find the strain that the strain gauge that forms an angle theta = 30 ° with the x-axis should record. Consider that L1 = 60 cm, L2 = 120 cm, h = 5 cm, b = 10 cm
Given the figure below. Use UNIT LOAD METHOD in determining the maximum deflection at midspan. E and I are constant. 1. What is the reaction at A of the real beam? 2. In constructing the virtual beam and determining the maximum deflection, where must be the 1-unit load be placed? 3. What is the reaction at the support of the virtual beam? 4. In solving the maximum deflection at midspan, how many portions or segments must the beam be divided so that the real and virtual loadings are continuous in each segment? 5. Consider segment AB of the real beam, with x measured from A, what is the moment equation M_(AB ) ? 6. In question 4, what are the limiting values of x? 7. Consider segment AB of the virtual beam, with x measured from A, what is the moment equation? 8. Analyzing segment BC of the real beam, with x measured from A, what is the moment equation M_BC? 9. In the given beam, if the 50 KN load is moved 2m closer to A and deflection at midspan is desired, how many segments must the…
Vertical Forces P & F in the figure produces a resultant of 500KN and a counter clockwise couple C of 250 KN-m. Find the magnitude of force P. a.) 1187.5 KN b.) -1687.5 KN c.) -1187.5 KN d.) None of the Above e.) 1687.5 KN
Determine the magnitude of the force generated on element 3 if P = 14.8 kN and Q = 37.4 kN
a. Calculate the moment of inertia (I) of the given cross–section b. Calculate the first moment of area (Q) at certain depth by using 25 mm increments. c. Calculate and draw the horizontal shear stress distribution of the beam at 0.2 m from the left support
Compute the value of EIy at 2.5 m from the left support.