2.Calculate the earth pressure acting on a concrete structurePPaLatPatLx1=4 MLy1=8 MLz=2 MPx1=14 N/mPx2= 8 N/mPy1=15 N/m

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Answered: 2.Calculate the earth pressure acting…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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For the built-up shape shown in the figure, determine: a. The elastic section modulus considering bending about the horizontal axis. (ANS 518 x 103mm3). b. The elastic section modulus considering bending about the vertical axis (ANS 133 x 103mm3). c. The plastic section modulus about the horizontal axis in x103 mm3 (ANS 572) d. The plastic section modulus about the vertical axis in x103 mm3.(ANS 0.20)
Problem 2: A uniform concrete slab of total weight 100 kN is to be attached as shown to two rods whose lower ends are on the same level. Determine the tensile force of the aluminum rod so that the slab will remain level. Determine the ratio of the area of aluminum rod to the steel rod so that the slab will remain level. Steel E=200 GPa L=6m Aluminum E=69 GPa L=4m Determine the vertical displacement of the concrete slab if the aluminum rod has a cross sectional area of 320 mm?, with the slab remaining at horizontal level. 3 m 6 m
pls answer all question you'll get a like <33. Dont round off initial values, round off in final answer only pls
2. A concrete beam is shown below. A. Determine the magnitude of the resultant force acting on the beam (2 decimal places) B. The distance of resultant force from the left edge (3 decimal places) C.If the loads will be replaced by a single force located at the left edge, what moment must be paired with it (Clockwise positive) to be equivalent to the original loads? (2 decimal places) w, w, M Given W1 = 11 kN/m W2 = 14 kN/m %3D M = 4.3 kNm L1 = 4.1 m L2 =1.9 m
1. A tape measure 1.25 cm wide x 0.40 mm thick having an elastic modulus E = 1.6 GPa is used to measure the lake frontage of a home lot which is priced at $50,000/m of frontage. In making the measurement, the tape is pulled tight and straight with 20.0 N of force. a. What value would the tape measure indicate for an actual length of 100.0 m? (The scale marks or graduations were printed on the tape under zero load.) b. Who has the advantage due to the elasticity of the tape measure, the buyer or the seller? Explain.
19. Situation 21. For the built-up shape shown in the figure, determine: A. The elastic section modulus considering bending about the horizontal axis. a. 518 x10^3 mm^3 c. 572 x10^3 mm^3 b. 647 x10^3 mm^3 d. 704 x10^3 mm^3 B. The elastic section modulus considering bending about the vertical axis. a. 125 x10^3 mm^3 c. 214 x10^3 mm^3 b. 118 x10^3 mm^3 d. 133 x10^3 mm^3 C. The plastic section modulus about the horizontal axis in x 10^3 mm^3. a. 518 c. 572 b. 647 d. 704 D. The plastic section modulus about the Vertical axis in x 10^6 mm^3. a. 0.30 c. 0.20 b. 0.35 d. 0.25
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Two blocks A and B have a weight of 10 lb and 6 lb, respectively. They are resting on the incline for which the coefficients of static friction are μ = 0.16 and μ = 0.25. Determine the incline angle for which both blocks begin to slide. Also find the required stretch or compression in the connecting spring for this to occur. The spring has a stiffness of k = 2.0 lb/ft. (Figure 1) Figure A 0 B 1 of 1
The correct ans is option A. Give me the proper explanation. Thank you
The values are : d1 = 0.990 m , d2 = 1.03 m , d3 = 0.690 m , d4 = 2.20 m , F1 = 501 N , F2 = 301 N , F3 = 510 N , F4 = 405 N , and MA = 1500 N⋅m . I need to find: (FR)x= N (FR)y= N (MR)B= N*M What is the answer and, how can I get it?

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2.Calculate the earth pressure acting on a concrete structure P Pa Lat Pat Lx1=4 M Ly1=8 M Lz=2 M Px1=14 N/m Px2= 8 N/m Py1=15 N/m