The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips.Calculate the horizontal shear stress TA at point A, and the vertical shear stress TB at point B.2 in.0.25 in.B3 in.0.20 in.-0.20 in.8 in.FIGURE P9.65

Answered: Image /qna-images/answer/f4a12aa2-eb84-4095-8b46-91530b136d9e.jpg

The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips. Calculate the horizontal shear stress TẠA at point A, and the vertical shear stresS TB at point B. 2 in. 0.25 in. A B 3 in. 0.20 in. -0.20 in. 8 in. FIGURE P9.65

The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips. Calculate the horizontal shear stress TẠA at point A, and the vertical shear stresS TB at point B. 2 in. 0.25 in. A B 3 in. 0.20 in. -0.20 in. 8 in. FIGURE P9.65

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter14: Lateral Earth Pressure: Curved Failure Surface

Section: Chapter Questions

Problem 14.12P: A braced wall is shown in Figure 14.20. Given: H = 7 m, naH = 2.8 m, =30, =20, = 18 kN/m3, and c =...

See similar textbooks

Related questions

Q: A SIGN OF UNIFORM DENSITY WEIGHS 1200-N AND IS SUPPORTED BY A BALL AND SOCKET JOINT AT A BY TWO CABL...

Q: Classify Soil D (group symbol and group name) using USCS method: SOIL SAMPLE SIEVE NO. DIA. (mm) A B...

A: Following is required classification for soil D :

Q: 10. A 150mm CHB masonry wall with 20mm-plaster on both faces has a general dimension of 3.6 high by ...

Q: A certain hydraulic lift has an input cylinder with a radius of 2 cms and an output cylinder of radi...

Q: If the soil sample is having porosity 50% and degrees of saturation at 90% then its percentage air v...

Q: When a football of 30 cm diameter fell into a water tank, 10% of its volume found under water. Deter...

Q: b) A 30-cm well fully penetrates an unconfined aquifer of saturated depth 25 m. When a discharge of ...

A: The diameter of pumping well, D =30cm =0.3mThe depth of unconfined aquifer, H =25mThe discharge in p...

Q: A frame structure consists of 2” x 2” wood timber and supported by a 10mm dia. cable were build to s...

A: We have to determine the maximum normal stresses developed in the structure. Given data :- weight =...

Q: Four angles were measured from the center of a circular lot area with the following values. Theta 1...

Q: If the depth of moist sand in a cylinder is 15 cm and the depth of the sand when fully inundated wit...

Q: rart Determine the slope to the right of B. Consider the beam shown in (Eigure 1). Kl is constant. A...

Q: Find the force in member BC. 20 kN 10 KN 4.0000 20 KN *. D0OD

Q: Stresses normal to the section of a beam are caused by اخترأحد الخيارات a. Shears and moments b Mome...

A: Solution The normal stress are kind of stresses which acts perpendicular to the cross section Gene...

Q: Two soil specimens with identical geometric dimensions were subjected to falling head permeability t...

A: Falling head permeability teat is test used to determine the permeability of fine soil. In this test...

Q: In doubly reinforced beams, compressive reinforcement is used: Select one a. to reduce long term (cr...

A: As per bartleby guidelines we are supposed to answer first question in multiple questions kindly re...

Q: characteristics: h= (100, 9o. 180, 250, 30O, 340)gpm, develop a head h = 35 + 20 %3D

Q: If the concentration of Na, Ca and Mg in a water sample are 345, 60 and 18 mg/l, respectively, then ...

A: This question is related to The Irrigation Engineering. In this question we calculate the SAR of thi...

Q: A propped cantilever beam having a span of 6 m is loaded with a uniformly distributed load of 12kN/m...

Q: Problem 1 A 300 mm x 400 mm column is to be supported by a 2 m x 2 m x 0.4 m thick footing @ its cen...

A: Solution: Given: column = 0.3 x 0.4 m footing = 2 x 2 x 0.4 m DL = 520 kN, LL = 320 kN centroid = 0....

Q: Determine the reactions at the supports, consider that El is constant. Use the 3-moment theorem 1.5 ...

Q: Find the value of velocity if discahrge through channel is 0.9 m3/s and cross area is 1 m2

A: Given discharge through the channel (Q) = 0.9 m3/s cross sectional area ( A ) = 1 m2

Q: A two-tier pipe system is use to support an applied loads PA and PB as shown in the figure. Determin...

Q: Question 5 If the eletment shown is equilibrium F- 573 N, F2-419 N, a= 31°,B-54", a-0.15 m, b-0.34 m...

Q: An A36 W 12 x 65 column section is 8 m long, pinned at each end and has an additional support in the...

Q: Given a 9.92 m built-up column pinned at the top and fixed at the bottom with the following properti...

Q: A FRAME STRUCTURE CONSISTS OF 2" x 2" WOOD TIMBER AND SUPPORTED BY A 1 0MM DIA. CABLE WERE BUILD TO ...

Q: F2 B C D LA -3 m- 2 m 1 m

Q: At elevation 2402 m., the distance BC is 18 658.2 m. Find the sea level distance if the average radi...

Q: A two-tier pipe system is use to support an applied loads PA and PB as shown in the figure. Determin...

Q: Calculate degree of static indeterminacy

A: Given data : The number of member in truss m=11 The number of Joint in truss J=7 The number of exter...

Q: 8 kN 4 m

Q: Find the value of velocity if discahrge through channel is 0.9 m3/s and cross area is 1 m2

Q: For a given plant - soil relation, aridity index was found out to be 0.25. What would be the ratio o...

Q: DETERMINE THE FORCE (Ib) FOR MEMBER AC GIVEN THE DATA BELOW: F1 = 897 lb F2 = 1,496 Ib **Note: for c...

Q: A 600-lb tensile load is applied to a test coupon made from 1/16in. flat steel plate v=0.30). result...

Q: - For the retaining wall shown in the figure below, assume that the wall cen yield sufficiently to d...

A: step 1-

Q: The solid circular rod has a cross-sectional area of 320 mm². It is subjected to a uniform axial dis...

Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A1 = 3550 mm? and an...

Q: A retaining wall 9 m high retains granular fill weighing 18 kN/m³ with level surface. The active thr...

Q: 2. 200 Zo0 200 300 300 300 y00 500 Find Po 4 Fg assume i=l0%

A: Hi! Thank you for the question as per the honour code, we’ll answer the first question since the exa...

Q: If each cable can sustain a maximum tensile stress of 210 MPA before it fails, determine the greates...

Q: At what angle must a cannon be aimed to hit a target at 22070 m away from the cannon if the initial ...

A: ###Determination of angle must a cannon be aimed to hit

Q: Draw Shear and Moment Diagrams for each of the beams below and find max bending stress. Every beam l...

Q: An A36 W 12 x 65 column section is 8 m long, pinned at each end and has an additional support in the...

A: Given, L = 8 m or 8000 mm A = 12323 mm2

Q: What are the different stages of cost benefit analysis? Explain briefly each stage.

A: The different stages of Cost-Benefit Analysis model are as follows: 1. Defining the framework for th...

Q: What is the horizontal displacement of joint C and the vertical displacement of D? Member cross-sect...

A: step1-

Q: I jp. sin. 05 in. B. 3 kip A9 kip 8 kip Lc-2 kip

Q: Exercise for Shear and Moment Diagrams on Beams 3.5kN 5.5 kN/m 4 kN/m 1.5m 1m 1m 1m 1.5m 1.5m 7.5m

Q: Test Data and result Sample # Age (days) R (mm) Area (mm^2) Q(N) о (MPa) 1 7 100 400000 7 100 410000...

A: Compressive strength is defined as the ratio of the compressive force applied per unit surface area ...

Q: The motion of a particle moving in a curved path is defined by the equationsv, = 9 – 3t + 0.6t²; v, ...

Question

The channel section shown in Figure P9.65 is subjected to a vertical shear force of V = 7 kips.
Calculate the horizontal shear stress TA at point A, and the vertical shear stress TB at point B.
2 in.
0.25 in.
B
3 in.
0.20 in.
-0.20 in.
8 in.
FIGURE P9.65

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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

If M=50 kN-m, what is the bending stress at the center of the upper hollow circle about the z-axis? (in MPa).
45.) A retaining wall supports a horizontal backfill that is composed of two types of soil. First layer: 5.91 meters high, Unit weight of 17.26 kN/m3, coefficient of active pressure of 0.291 Second layer: 5.36 meters high, Unit weight of 18.85 kN/m3, coefficient of active pressure of 0.301 Determine the distance of the total active force measured from the bottom of the wall. Round off to three decimal places.
Refer to Figure P6.3. Determine the vertical stress increase Δσ at point A with the values q1 = 90 kN/m, q2 = 325 kN/m, x1 = 4 m, x2 = 2.5 m, and z = 3 m.
A vertical plate is an equilateral triangle whose edge is 3.5 m long. If one edge is level with the water surface, determine the total pressure force in kN acting on the plate. subject: Hy
A trapezoidal channel is discharging 20.40 m^3/sec at a depth of 1.2 m and a base width of 6 m. The side slope is 2 horizontal to 1 vertical. n = 0.014. Compute the slope of the energy grade line. a. 0.00094 b. 0.00015 c. 0.00021 d. 0.00124 compute the specific energy. a. 1.10 m b. 1.84 m c. 1.62 m d. 1.41 m compute the average shearing stress on the boundary surface. a. 3.50 Pa b. 8.18 Pa c. 7.11 Pa d. 5.04 Pa
A wall 6m high retains sand having a dry density of 15.40 KN/m3. Angle of internal friction of 32' and void ratio of 0.68. Use rankine theory. a. Determine the active thrust in kN per unit length of wall if there's ground water table located 2.5m below the ground. b. Determine the location of resultant thrust from the ground surface considering the ground water table located 2.5m below the ground.
11. A rectangular channel with width = 10 meters and depth = 3 meters has a flow slope of 0.001 and roughness n = 0.025. The flow rate is 80 m3/s. Determine the shear stress on the channel in Pascals.
A square gate (2m on each side) is submerged vertically in water such that the upper edge of the gateis at a depth of 0.5 m from the watersurface. Draw the figure and find the hydrostatic force and the location of the center of pressure.
the inclined circular (D = 4.06 m) gate shown below retains a liquid with Sg = 3.35 on one side. the vertical distance from the liquid surface to the top of the gate, h, is 2.42 m. use 39 degrees. determine the hydrostatic force (kN0 acting on the gate.
P = 49 kips Determine the normal and shearing stress at point a, b, and c
Determine the magnitude and location of the resultant hydrostatic forceacting on the submerged rectangular plate AB shown.The plate has a width of 1.5 m; ρw = 1000 kg/m3.
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