SITUATION 1 Using Muller Breslau’s Principle, a) draw the influence line diagram for Vc; b) draw the influence line diagram for Mc; c) draw loading arrangement for maximum negative Vc; d) draw loading arrangement for maximum positive Vc; e) draw loading arrangement for maximum negative Mc; f) draw loading arrangement for maximum positive Mc; g) determine max. negative shear@C; h) determine max. positive shear@ C; h) determine max. negative moment@ C; and j) determine max. positive moment@ C Structural Engineering

SITUATION 1 Using Muller Breslau’s Principle, a) draw the influence line diagram for Vc; b) draw the influence line diagram for Mc; c) draw loading arrangement for maximum negative Vc; d) draw loading arrangement for maximum positive Vc; e) draw loading arrangement for maximum negative Mc; f) draw loading arrangement for maximum positive Mc; g) determine max. negative shear@C; h) determine max. positive shear@ C; h) determine max. negative moment@ C; and j) determine max. positive moment@ C Structural Engineering

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Similar questions

Moment (KN.m) 300 250 200 150 100 50 0 0 A Moment-Curvature Relation 0.01 0.02 0.03 0.04 0.05 0.06 0.07 Curvature (1/m) L b) Yield displacement (Ay). Ay= Calculate the following values: a) Yield Force (Fy) that will cause the system to yield at point A. Fy= c) Plastic displacement (Ap). Ap= Hint: Au Ap+Ay = Başka yönergeler almak için tıklayın For the cantilever beam system given, construct the relation between the force (F) and the displacement (A) of the free end. You need to transform the moment curvature relation given into force-displacement relation. Beam length: L = 3.5 m Plastic hinge length: Lp = 0.3 m Note: All the results are positive. F e) The ultimate (failure) force (Fu) Fu = d) Ultimate (failure) displacement (Au). Au= (m) 0.08 0.09 (m) F A ha Ay Au (KN) (Write 2 digits after the decimal point) (m) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) A (KN) (Write 2 digits after the decimal point)
Q2: 1.2 D.L x l.6 L.L Mu A: Find the maximum value of (p) that can be applied to the beam shown. Use f. =21.7 MPa and fy = 350 MPa (WD.L is included the self-weight of beam). %3D b hy P Wu =7 kN/m D.L 2028 A 500 mm 4028 250 mm -7.5 m-
4000 mm2 T 150 kN 3 m 4000 mm2 2600 mm2 B 4000 mm? 225 k 3 m 3 m E= 70 GPa Determine the total displacement at Joint A. Determine the total displacement at Joint B. Determine the total displacement at Joint C. Determine the total displacement at Joint D. zunu 0097
In the figure shown below: P₂ 4. Find P₁. 150 mm 5. Find P₂. a. 47.421 kPa b. 36.156 kPa % finer (by weight) SG-10 a. 41.156 kPa c. 32.198 kPa b. 38.259 kPa d. 28.471 kPa 6. Find the height of equivalent liquid 2 at 100 atmospheric pressure. a. 0.92 m b. 1.25 m SITUATION 3: Given the graph of soil A, B, C. SOIL C 80 c. 44.145 kPa d. 33.681 kPa c. 1.03 m d. 0.78 m SOIL B SOIL A 1.0 0.1 Particle Size in mm, D 0.01 9. Find the gradient coefficient of soil A. a. 0.745 c. 0.609 b. 0.575 d. 0.677 10. Find the gradient coefficient of soil B. a. 1.125 c. 1.238 b. 1.013 d. 0.956 11. Find the gradient coefficient of soil C. a. 0.7613 c. 0.4412 b. 0.5112 d. 0.6006
Example-1 10 - Figure 8.4a shows a 20 B1 typical cross section near the center of a gravity 20 B2 dam. Analyze the block 60 B1 for stability. Assume 20 B3 Тое zero freeboard. Heel la) Cross section of dam FIGURE 8.4 Analysis of a gravity dam. 3:10 6:10 Batter 1:20
W=2.1kN/m and P=7kN
15. A particle moves along a straight line and has acceleration given by s" (t) = 5t + 3. Its initial velocity is s'(0): ст and its initial displacement is s(0) = 7cm. What is the position function? -4- %3D sec 5t3 5t a. -4t +7 + 4t +7 С. 6. 5t b. – 4t – 7 d. - 4t + 7
2. b) using hyperwork Hand written plzz Question 2 (a) For the beams shown in Figure 2, determine the natural frequencies using four elements. Let E; p and A be constant for the beams.. 0.5D BIRD 1.5D 2D L 0.5 2L 1.5L (b) Redo Question 2a using hyperwork software with E = 3 x 10' psi, p = 0:00073 lb-s²/in", D = 1.5 in, L=3 in.
Test: The F016 force is the resultant Rurce of the two forces PandQ, as shown in the figure. Determine the value oRP and Q. PR 30 Ans : P. 176. 38 lb. Q- 172.1 16. 701b
The figure shows a two - dimensional jet divid ed by a wedge O Assume the velocity at Icle 2. De rermine the Force exer ted by the jet. 8 = 9,81 KN/" = 9.81 horizontal Az=0 13ch V= 3 m/s -> of 20cm P=185.3 Ku/mて 2 V, = ?? V2 = ?? F-x direction =?? -クク F- Y direction = 13k-
d(mm)=125 q(kN/m)=3.0 F(kN)=2.0 T allow(MPa)= 2.5
Q.2 Compute the madinum Value of EIy at the midspin between R. d R, of the beam.showninhig 2kN/m zk/m 2m A 3m R. 力、