YFor the re taihing wall shown Kig.8 if Fisigliahij = 2, final. |- width the base (1B) 2- FiS overturning, of the base width equal 3 m. Im N.G.L. 8=15 kNm ? = 30 Dc =24 k/m} 8m. 13 3- Fin l the maximeum and minimum pressune. under the base of retaininy wall.

Q: . The wall is l6.4m high and consist Of 50 mm x 100 mm studs plastered On one ride On the other vide…

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Q: 11. Calculate the force at member FH

A: Take moment about A∑ MA=0RL(30)-6(5)-6(10)-6(15)-1(20)-1(25)=0RL=7.5kN

Q: 1.A) Draw the free body diagram for the right-hand side part. 1.B) H B 4 m+ 80 kN.m 4 m 5 m G 5 kN…

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Q: ▪ Determine the Rankine active force, Pa, per unit length of the wall and the location of the…

A: Rankine's active force is given by the area of active pressure diagram. In order to draw the active…

Q: 7. What is the support reaction force (kN) at B? 20 kN AA 3m 15m y a) 10 b) 5 C) d) 20 Bos birak

A: Free body diagram of given beam:-

Q: For the retaihing wall shown Pig 8 if Fisislidlij = 2, |- width the base (B) 2- FiS overturning, of…

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Q: 3m. E 3m. B •6m. 6 m.

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Q: 3 kN/m Draw the shear diagram for the beam AB. D 3 + 15 m 3 RB RA

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Q: 6.2. Defermine the pressure haed and d totl Dhoed at A, B, C for the arrengement showin tokfa 0.Sm/4…

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Q: 234.5 KN 60 3.0 COMPUTE the HORIZONTAL avd VERTICAL YOINT DISPLACEMENTS 125.8 KN tc using the METHOD…

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Q: 2. Draw the FBD of the entire structure C 18 kN 2 m В 2 m E 2 m A -3.6 m-

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Q: SITUATION II: A reinforced concrete beam 350mm and effective depth 540mm is used as a cantilever on…

A: All answer options are boxed.

Q: Q5-A) If the shear stress at bottom of the two parallel plates (h=0.3m) is 0.006 N/m². Find the…

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Q: 4) The 1000-kg horizontal wall section is sunpoted hy the three vertical cables, A., ant en What are…

A: To determine the tension in the cables supporting a wall section of given mass.   Given, Mass of the…

Q: Design the torsional and shear reinforcement for the beam as shown in the figure. The resulting L…

A: Given data- Span L = 14 m Z = 2.4 m h = 800 mm Width b = 400 mm Thickness t = 150 mm d = 735 mm fc =…

Q: Find the net hydrostatic force per unit width on the rectangular panel AB in figure 3-21 2m 1m Water…

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Q: B 30 KN 1.5m 1.5m RDx 2m F 2m E 2m RD 50 KN RDy RA

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Q: The results of two drained triaxial tests on a saturated clay were given Chamber Pressure 15 psf…

A: Hello dear this is the solution of your problem The answer is found to be 1. Angle of friction=26°…

Q: Frictionless the with connec tion at Point A and Determine unm for m lo ad "w". a) The internal…

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Q: 1/ For the retaihing wall shown h fig.8 if Fisslioliy = 2, fmal. 1- width thhe base (3) 2- FiS…

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Q: 2. Determine the spacing of vertical stirrups near the left support of the beam loaded as shown in…

A: given , bw=290mm d=560mm  f'c=24MPa Fyt=275Mpa PD=80kN PL=110kN WD=20kN/m WL=28kn/m To determine The…

Q: Determine the total hydrostatic force (kN) in an inclined, rectangular gate 1.68 m width with oil on…

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Q: IN THE FIGUKE BELOW Ex H1. A Two STORY OFFICE BUILDING HAS INTERIOR ColuMNS THAT ARE SPACED 6.5 m…

A: Live load : A live load is a phrase used in civil engineering to describe a load that changes over…

Q: - Draw shearing stress distribution of the critical section? 150 mm, N 30 mm 150 mm ↓ 30 mm — 4 m.…

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Q: Compute for the depth of compression stress block if the beam has a width of 400mm,effective depth…

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Q: Calculate the magnitude of the tension T and the angle 0, for which the eye bolt will be under a…

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Q: 19) The Rankine active force per foot length of the wall (lb/ft) is most nearly: a. 10500 b. 3300 C.…

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Q: hinge 1.2m water 2.4m В 1.8m N A rectangular gate AB shown is hinged at "A" and rests on a smooth…

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Q: 4 - What is the shear force value (kN) at 1,5 mn away from support A? 20 kN A A 3m 1,5 m a) +10.-10…

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Q: BET FRMINE THE SLOPE KT A AND DEFLECTION AT C OF THE OVER HAWC BEAM エ= 45.5 lok) E= 200 GPa 36 KN-M…

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Q: 27 kN A 2m B 30⁰ 22 kN 3m 6. In Figure 2, Which of the following gives the distance of the resultant…

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Q: Pi= 1200 KN P = 1200KN %3D +3m Find the location of the point of inflection from the left end of the…

A: A footing is a part of the foundation that needs support the foundation so that the structure does…

Q: Q3 50 kN 5 m 5 m. A'nalyze the above symmetrical otructure under the given symmetrical looding by…

A: Solution Draw the diagram with reaction

Q: 600 KN 240 KN 16m A F В 12m 12m 12m 300 KN 9) Find the force in member DE. 25 KN

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Q: 14 7 -7 If the components of stress at point p given by 7 21 0 Mpa. -7 e 35 then the stress vector…

A: Stress tensor: The stress tensor of the body represents the forces exerted in the 2-dimensional or…

Q: Example o4 A retaining wall against mud sli do 1s to be construc taed by Placing 0. Bm high and wide…

A: Given data : width of concrete block (w)=0.2 m Height of concrete block (H)=0.8 m   Density of mud…

Q: 3.19 Solve for BC, CH, and FH. 2m IK 2.5m 2.5m 3KN 2.5m D will 2KH

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Q: 3. Draw AFD, SFD, BMD of the below structure (Figure:02). 50KN 3 m 80KN 3 m 5m 3 m Figure: 02

A: Assuming that the heap on a segment is applied through the focal point of gravity of its cross area,…

Q: Check external stability of the shown retaining wall. 0.3 m + + Y=18h/ 4 = 37° 3. use 5. Bm Pan kine…

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Q: Determine the normal the goiven oblique sur fare. stress foce

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Q: Accordiny queru Nomal (maxinumi) bendiiy moment f spress. © Maximun shear fore. and apresk. whue…

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Q: Calculate the active and passive earth pressures . And the distance at which the net active force…

A: ka = 1-sin∅1+sin∅ kp = 1/ka

Q: 2) arfoce Aprismatic bor is'under tenstan, 24N 24N bar has a sizeof (3cm XaCm) in width ond de pth…

A: P=24N Theta =30o

Q: 3. Calculate the horizontal reaction at the hinge. a. 680.48 kN b. 677.29 kN c. 640.59 kN d. 659.24…

A: ##Solution of given problem of hydrostatic force on a submerged gate ##