Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN: 9781305970939
Author: Braja M. Das, Khaled Sobhan
Publisher: Cengage Learning
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Question
Chapter 15, Problem 15.21P
(a)
To determine
Find the critical height
(b)
To determine
Find the critical height
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determine the slope at B in degrees using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places.
Solve Using Virtual Method for Beams to get the answers. The answers must be:
Slope = 23.25kN•m²
while
Displacement= 87.25 kN•m³/EI
Solve using double integration method
Chapter 15 Solutions
Principles of Geotechnical Engineering (MindTap Course List)
Ch. 15 - Prob. 15.1PCh. 15 - Prob. 15.2PCh. 15 - Prob. 15.3PCh. 15 - Prob. 15.4PCh. 15 - Prob. 15.5PCh. 15 - Prob. 15.6PCh. 15 - Prob. 15.7PCh. 15 - Prob. 15.8PCh. 15 - Prob. 15.9PCh. 15 - Prob. 15.10P
Ch. 15 - Prob. 15.11PCh. 15 - Prob. 15.12PCh. 15 - Prob. 15.13PCh. 15 - Prob. 15.14PCh. 15 - Prob. 15.15PCh. 15 - Prob. 15.16PCh. 15 - Prob. 15.17PCh. 15 - Prob. 15.18PCh. 15 - Prob. 15.19PCh. 15 - Prob. 15.20PCh. 15 - Prob. 15.21PCh. 15 - Prob. 15.22PCh. 15 - Prob. 15.23PCh. 15 - Prob. 15.27PCh. 15 - Prob. 15.28PCh. 15 - Prob. 15.29PCh. 15 - Prob. 15.30PCh. 15 - Prob. 15.31PCh. 15 - Prob. 15.32P
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- For the beam loaded as shown in the figure 3, determine the slope at B in degrees using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. a = 5.5 m, b = 3.3 m, c = 20.3 kN/m, d = 27 kN.arrow_forwardASAP c=8 d=4arrow_forwardFrom the beam shown, determine the slope at B using conjugate beam method . Show your complete solution.arrow_forward
- Solve The Problem Using: Double Integration Method.The Answer Key Is Indicated, Thank You!arrow_forwardASAP a=4 b=2arrow_forwardUsing ANY GEOMETRIC METHOD Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa. Enter the absolute value only and round-off your answer to 3 decimal places. GIVEN: a = 5.6 m b = 4.4 m c = 15.9 kn/m d = 22 kn QUESTIONS: 1. Determine the VERTICAL REACTION at B in KN. 2. Determine the SLOPE at B in DEGREES. 3. Determine the DEFLECTION at D in MM. 4. Determine the DEFLECTION AT MIDSPAN OF THE BEAM in MM. Thank you! Please answer all. ❤️arrow_forward
- Determine the slope at A of the Figure shown. EI is constant. Use E = 200 GPa, I = 20(106) mm4 Solve using Double Integration method.arrow_forwardSolve for the moment, shear force, bending moment, maximum compressive and tensile stress and beam cross-section is not given. The value of W0=105 KN/m, L=5 meters. Use Integration Method with slope intercept form. Show complete solution.arrow_forwardUsing Method of Virtual work, determine the slope at point A. Use E = 200GPA and I = 100x10° mm Use Castigliano's Theorem and determine the slope at A. Use E = 200GP and I = 100x1o mm* 40 kN 40 kN A B -1.5 m -1.5 m- -1.5 m+1.5 m-arrow_forward
- Using Slope Deflection Method for the figure below then , determine Ma, Ma, Mac, Mca, Mco, Moc and all reactions at support. Use I= 1/12 b(h³) and E = 2.10x10' KPa 1600 Kn/m B 4.25m 5.15m b2= 0.55m b3= 0.75m 800 Kn/m h2= 0.75m h3= 0.75m 9.95m L4, m b1= 0.75m 3.22m h1= 0.75m 3.28m D A |arrow_forwarddetermine the slope at A in degrees using Double Integration Method. Consider 150 mm x 150 mm section and E-200 GPa. Enter the absolute value only and round off your answer to 3 decimal places. PLS ANSWER ASAP. I'LL RATE, THANKS!arrow_forwardDetermine the slope at Aand the displacement at C in the figure below. USING CONJUGATE BEAM METHODarrow_forward
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