For the shown two line loads on the ground surface. Determine the total vertical stress (Ao,) at Point A. Hint: Aoz = A0z(1) + A0z(2) %3D
Q: Determine
A: The stresses acting on the planes are as follows:
Q: 3. Determine the principal stresses . 02 and the principal direction a, from the following stress…
A:
Q: Problem 2: Determine Maximum Normal stress. Golb 90b 20lb
A:
Q: average
A:
Q: Use the geometry of deformation condition, vg = 0, to determine the concentrated load P. %3D Answer:…
A: To determine the concentration load P , the deflection B = 0
Q: resses snow gure act at a polnt in Dody. sumestress magnitudes of Sx= 7300 psi, Sy = 1200psi, and p…
A:
Q: A solid circular pole is subjected to linearly varying distributed force with maximum intensity g,…
A:
Q: A two-dimensional stress system has like stresses q=100 N/mm²ando,= 200 N/mm² in two mutually…
A: Given data- Stresses-σx=100 N/mm2σy=200 N/mm2To Find-The coordinates of the centre of the Mohr's…
Q: Calculate the average normal stress and the average shear stress on a plane passing horizontally…
A:
Q: -3 m 250 mm 200 mm The beam has a rectangular cross section with width b = 200 mm and height stress…
A:
Q: Determine the average normal stress and average shear stress at point C in the beam. The…
A:
Q: PROBLEM: The uniform 2Mg bar is supported by a smooth wall at A and by a pin at B. Determine the…
A: ##Solution of a given problem-## determination of dia of smallest pin##
Q: The wide-flange beam is subjected to the loading shown in (Figure 1). Suppose that P = 40 kN. Follow…
A: Solution:
Q: The bar has a cross-sectional area A and is subjected to the axial load P. Determine the average…
A:
Q: The uniform sign has a weight of 1500 lb and is supported by the pipe AB, which has an inner radius…
A: First, we draw the free body diagram:-
Q: Determine principal stress and maximum shear stress 200 MPa
A: Given data : Normal stress in X direction (σX)=350 MPaNormal stress in Y direction (σY)=-200…
Q: A solid 1.10 in. diameter shaft is subjected to a torque of T = 370 lb-ft and an axial load of P =…
A:
Q: Determine the average normal stress at section a-a and the average shear stress at section b-b in…
A:
Q: A strip load of q=810 lb/ft2 is applied over a width B=36ft. Determine the increase in vertical…
A: given data;- q=810 lb/ft2 b=36 ft z=15 ft x=27 ft
Q: 1. Calculate the total length, L (m) so that the resulting stress, q is uniform. 2. Which of the…
A: Total load to be restricted - W = W1L1 + W2L2⇒W = 200×2 + 300×2⇒W =1000KN
Q: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine…
A: Given: Uniform strip load, q = 900 lb/ft2 Width, B = 36 ft Depth of point, z = 15 ft x = 27 ft
Q: 3. In a saturated soil(5 m) below determine and draw the total, pore water and effective stress at…
A:
Q: Determine the vertical shear stress 1.5" below the top, 3" above the bottom and the maximum on the…
A:
Q: beam at point C under the loading shown. The magnitude of transverse load Pis unknown; however, the…
A:
Q: For nollow ous torsional stress at A is 53 MPa, T = 10 . = kN.m and d1 = 40 mm, then d2 T A edest dz
A:
Q: 4. The normal stress on plane pq of a prismatic bar in tension (see figure) is found to be 7500 psi.…
A:
Q: Problem 3: Consider the figure on the right. If a point load of 5500 Ib is applied at the center of…
A: Answer:- This question can be solve by the help of westergard formula . In which…
Q: Determine the shear stress at y=0
A: Given: Velocity distribution, u=34y-2y2 Dynamic viscosity = 8.63 poise To find: Shear stress at y=0…
Q: Problem 5 Knowing that the ultimate stress at points A, B and D are 30 MPa, 155 MPa and 140 MPa…
A: Mz = M cos15 = 0.966 M My = M sin15 = 0.259 M Iz = 90×6033+30×10033+60×2033 = 16.64 x 106 mm4…
Q: The beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm? and 8 mm?…
A:
Q: A solid 2.40 in. diameter shaft is subjected to a torque of T = 330 lb-ft and an axial load of P =…
A:
Q: Determine effective stress at point B and C
A: This question is related to Effective stress from Soil Mechanics. In this question we calculate…
Q: Problem 2 6 kip -3 in. 12 kip Determine the normal stress developed at point A and B. Neglect the…
A: A calculating moment about x and y-axis:
Q: In the beam is gi In the ngure, a) Calculate all the internal forces in the most critical section.…
A:
Q: Draw the normal stress distribution in the most stressed section for the beam whose loading…
A:
Q: Q2: Find the increase of the vertical total stress, and total stress at point Z. 02 N/m Q1…
A: Given data- Q1=2100 KN/m/meter Q2=10500 KN/m z=3 Dry unit weight of soil = 16.32 KN/m3
Q: SECTION: 300 mm 10 KN m 800 mm B 15m P= 300 KN e = 250 mm A. Calculate the stress at the top located…
A:
Q: f. What is the moment of inertia (I) about the neutral axis of the section? (in in^4) g. What is…
A:
Q: Find stress at BD, BE, CE area = 0.0012 m^3
A:
Q: (d) Determine the maximum in-plane shear stress. 10 ksi 16 ksi
A: This question is related to Principal Stresses from Strength of Material. In this question we…
Q: . At a point, the major principal stress 66 KPa (c) and the minor principal stress is 34 KPa (T). a)…
A:
Q: The absolute value of the maximum shear stress in a rectangular section (b x h) due to an internal…
A: Given : Rectangular section dimensions Shear force To find: Maximum shear stress
Q: An electric power transmission pole is 12 m above ground level and embedded 2 m into the ground. The…
A:
Q: 2. A 3.0 x 1.5m sign is supported by a hollow circular column, which has a 100mm outside diameter…
A:
Q: , determine the maximum shearing stress c
A: This question has been taken from Steel structures
Q: inclined at 30° to the known directions of the respectively. E = 2.1 x 10$ N/mm? and Poisson's In a…
A:
Q: Two columns A and B are situated 6 m apart. column A transfer a load of 500 KN and colum B, a load…
A:
Q: Force P necessary for equilibrium . Stress in segment AB and CD
A: Given data : Area (AAB)=600 mm2Area (ACD)=1250 mm2Area (ABC)=2400 mm2
Q: 1.2 The cross-sectional area of bar ABCD is 600 mm². Determine the maximum normal stress in the bar.…
A: Given:- The cross-sectional area of the bar ABCD = 600 mm2 To determine:- The maximum normal stress…
Solve civil engineering
Trending now
This is a popular solution!
Step by step
Solved in 2 steps
- ! Required information For the beam and loading shown, consider section n-n. Given: P= 155 kN. a 72 mm 450 mm 72 mm 72 mm t=6 mm 600 mm 192 mm Determine the largest shearing stress in that section. MPа. The largest shearing stress isWhat is the average normal stress at segment AB. Crosssectional Area for AB= 50 mm^2 and BC=100 mm^2. P=10 kN. Length of segment AB= 150 mm and BC =150 mm). B AAB Авс LAB LBc O A. 0.10 MPa (Compression) O B. 100 MPa (Compression) O C. 0.2 MPa (Tension) O D. 200 MPa (Tension)! Required information For the beam and loading shown, consider section n-n. It is given that P= 226 kN. P 50 mm 50 mm 150 mm n A B 50 mm 0.75 m 1.2 m 0.75 m 75 mm 75 mm 75 mm Determine the shearing stress at point b. The shearing stress at point bis MPа.
- For the section shown, if d = 200 mm, horizontal shear force = 100 kN to the right and torque = 15 kN.m clockwise, then the total shear stress at point B is …..... A B E 13.79 MPa downward O 13.79 MPa to the right O zero 9.55 MPa downward 9.55 MPa to the right OQ5 Determine the shear stress in point D in beam shown in Figure 5. 150 kN 2 m 2 m 20 kN/m 75 mm D. B Sec 1-1 Sec 1-1 8-m- E= 30 GPa h=500 mm b=200 mm Figure 52:37 6.00 KB/S A 2M 3M B Problem 2: A rigid block of negligible mass is supported by three symmetrically spaced rods as shown. Each copper rod has an area of 900mm2 and E=120GPA, and the allowable stress is 70MPa. The steel rod has an area of 1200mm2, E=200GPA and the allowable stress is 140MPA. Determine the largest load P which can be supported. Your answer Figure for Problem 2 STEEL 24OMM COPPER COPPER 16OMM 16OMM --
- Q1/ Determine the resulting displacement of pin B. Assume: A1=A2= 900 mm? , E1=E2= 100 GPa, a1=a2= 12x10 /°C, AT= -25 °C , h= 1700 mm, 0 = 65° (1) (2) Q2/ Determine the magnitude of applied load P. Assume: A1 = 500 mm?, E1 = 70 GPa, a1= 22x10/°C, AT= -30 °C, E = 1150 x 106 mm/mm, h = 3.75 m, a 1.75 m,b 1.25 m D (1) BProblem 7.3 Consider the T-beam shown in (Figure 1). Take w₁ = 10 kN/m and 2 = 15 kN/m. Figure W1 poten -3 m- W2 B +1.5m 200 mm C 200 mm 20 mm |--20 mm Part A Determine the maximum shear stress in the T-beam at the section where the internal shear is maximum. Express your answer to three significant figures and include the appropriate units. Submit O Tmax=4.84 μ Provide Feedback μА Ω % O MPa ***** X Previous Answers Request Answer ? X Incorrect; Try Again; 4 attempts remaining <Determine the location of the shear center for the following section. Determine the shear stress at point A, if a 20 kN (downwards) shear load is applied at the shear center. Given: h1 = 25 mm h = 100 mm b = 50 mm Thickness = 4 mm. V ke- A |▬▬b▬|| h₁
- A simply.supported beam 4 m long has a cross section shown. Determine the maximum uniformly distributed load which can be applied over the entire length of the beam if the shearing stress is limited to 1.9 MPa. Answer must be in kN/m. Given: b = 130 mm and d 160 mm. 290 mm 170 mmA steel girder of 6m length acting as a beam carries a uniformly distributed load w N/m run throughout its length. If I = 30 x 10-6 m* and depth 270 mm, calculate: (i) The magnitude of w so that the maximum stress developed in the beam section does not exceed 72 MN/m2. (ii) The slope and deflection (under this load) in the beam at a distance of 1.8 m from one end. Take : E = 200 GN/m2 %3D11-95. The beam has the rectangular cross section shown. If w = 1 kN/m, determine the maximum bending stress in the beam. Sketch the stress distribution acting over the cross section. %3D 50 mm I 150 mm -2 m- -2 m- -2 m Probs. 11-94/95