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Q: . A square footing 2.5 m size is founded at a depth of 1.5 m in a sandy soil deposit which has the…
A: Given: Square footing with width = 2.5m. Depth of footing = 1.5m N= 30 FOS=3. Permissible…
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A: Consider the column as in the below diagram;
Q: For the truss shown below, P = 9.2 kips, a = 8 ft, and b = 6 ft. Determine the force in member 2…
A: The truss with loading is shown below.
Q: 1. Draw the shear and moment diagram for the frame shown. 4 m A 100 KN 1.5 m+1.5 m 12 kN/m 5 m- 1
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Q: Calculate the member force on member HF in Kips? Specify if T or C. 87.6 C 105.9 C 79.7 C 97.5 C…
A: The given figure can be considered as :
Q: question • Find the support Jeautions (for A and B) Neglect Beam weight D I got: RA= 12,50ON, RB =…
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Q: Find a absolute axial Force at member AB and BD when the unit load is placed at B
A: Calculation of reactions when unit load is at B Since the loading is symmetrical we get equal…
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A: Given; The equilibrium and compatibility equations are: Equilibrium: t1+3t2=2kN Compatibility: 2e1 +…
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Q: The state of stress at a point is given by: o= 80 MPa, oy=100 MPa and tauxv =60 MPa. If the yield…
A: State of stresses-σx=80 MPaσy=100 MPaτxy=60 MPayield strength-fy=150 MPa
Q: 3 A triangular channel with apex angle 60° is carrying a uniform flow of 4.25 m/s with a depth of…
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Q: a. Check the adequacy of the beam for flexure (2= 1.67) and shear (Cy= 1.0 and £2,= 1.5). b. Check…
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Q: What is the probability of an equal to or greater than 25 years flood occurring twice in the next…
A: Given - Return Period (T) = 25 years Find out - Probability of occuring of flood twice in next…
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A: To calculate the location of horizontal Neutral axis we have y = Ac*yc+Af*yfAc+Af Ac = area of…
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Q: A submerged clay layer has a thickness of 8m. the water content of the soil particles is 50%. The…
A: A submerged clay layer Thickness (Z) = 8m Water content (w) = 50% = 0.5 Specific gravity (G) =…
Q: A city supply of 15000 cubic metres of water per day is treated with a chlorine dosage of 0.5 ppm.…
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Q: reinforced concrete column of cross-section (300x300) mm2 supports an axial dead load PG =800 kN and…
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Q: An eight-lane freeway section is designed to have a lane width of 10 ft, right-side shoulder width…
A: Number of lanes = 8 Number of Lanes in each direction = 4 Width of lane = 10 ft Right side shoulder…
Q: Rainfall Depth and Intensity 2. Given the rainfall incremental depth compute the following; to =…
A: Given: Time is in minutes. Rainfall Incremental Depth is in mm. Assumption: Rainfall intensity…
Q: A 30 cm square plate settle by 8 mm in the plate load test on a cohesionless soil, when the…
A: A square bearing plate with, Width of plate, Bp=30 cm = 0.3 m Settlement of plate, Sp = 8 mm…
Q: 2 kip / ft 6 ft A O 6 ft 30 kip ft 6 ft B
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Q: The upward flow of water through a layer of sand in the tank shown in figure has the following…
A: e = 0.50 G = 2.67 To find: 1. Effective stress at point A. 2. Effective stress at point B. 3. Upward…
Q: 2. Determine if the composite beam pictured below is adequate for this application (this includes…
A: For W24 x 94 composite beam given: Thickness of all members = 4in Span Length = 30' , Service Live…
Q: A circular surface area 200 cm² is inclined to the x and y axes such that the unit vector normal to…
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Q: A two lane single carriage-way is to be designed for a design life period of 15 years. Total two way…
A: →Design life period n=15 years→Traffic intensity A=2000 vec/day→vehicle damage factorf=3→lane…
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A: Given data: The average daily consumption = 100,000 m3 Peak hourly demand =? We have to calculate…
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A: Given data:
Q: Water flows at 150 ft³/s down a rectangular channel made of finished concrete. The channel has a…
A: Water flow=150ft3/sec Channel width=10ft Downward slope = 0.0002 manning's constant n=0.0012 Water…
Q: A discharge of 0.6 m³/s flows through a horizontal bend as shown in figure. Calculate the force on…
A: Given; Discharge (Q) = 0.6 m3/s Dia. at section 1 = 15 cm = 0.15 m Dia. at section 2 = 5 cm = 0.05 m…
Q: H.W3 Determine the slope and deflection of end A of the cantilevered beam. E = 200 GPa and I =…
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Q: The average daily traffic on a stretch of road is 300 commercial vehicles per lane per day. Design…
A: Average daily traffic ADF=300 vehicles per lane per day. Time durations n=10 years. Vehicle damage…
Q: The absolute maximum Bending Moment in a simply supported beam of span 20 m due to a moving udl of 4…
A: Simply supported beam of 20m span length Moving udl of 4t/m span over 5m To find Absolute maximum…
Q: An axial centric force of magnitude P = 450 kN is applied to the composite block shown by means of a…
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Q: A grass-lined trapezoidal channel has a bottom width of 40.0 ft with 4H:1V side slopes. The channel…
A: The given grass lined trapezoidal channel has a width is, 40 ft The given side slope is, below…
Q: Areal Precipitation 4. Determine the areal rainfall of the given drainage basin below using: a.…
A: A drainage basin as shown- Rain gauge readings given as- PA =30 mm, PB =40 mm, PC =10 mm, & PD…
Q: 3. A thin rod is free to rotate without friction about a fixed axis at Point A. The other end (Point…
A: The angle of the cable attached at point B = 45° The mass of the thin rod = 18 kg The length of the…
Q: The sequent depths in a hydraulic jump formed in a 4.0m wide rectangular channel are 0.3 m and 1.2…
A: Given- Sequent depths- y1=0.3 m,y2=1.2 m, Width of channel b = 4 m, It is needed to find the…
Q: The hydraulic head that wou quick condition in a sand str 2.3 m, specific gravity 2.67 c 0.67 is…
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Q: 7. Draw the influence lines for the shear reactions at the internal hinges at points B and F, the…
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Q: Terminal Velocity 3. Given: Atmospheric pressure = 101.3 KPA Air density = 1.20 kg/cubic meter Size…
A: Atmospheric pressure =101.3kpA , Air Density = 1.20kg/cubic meter Size of rain droplet = 0.6mm ,…
Q: The cross section of a gravity dam is given below. The normal operating level of the reservoir is 50…
A: Given; Normal operating level of the reservoir = 50 m The maximum level = 55 m The friction…
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Q: consider the moment-resisting frame. Use the portal method of analysis. Use P2 = 4 kips…
A: To find- What is the shear force in the bottom beams (absolute value)? What is the shear force in…
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- SITUATION 2: In the crane truss shown in the figure below, C 8m W 4m 5. If W = 24KN, find the vertical reaction at B. а. 24 KN c. 36 kN 6. If W = 48KN, find the tension in cable AC. а. 43.28 KN c. 61.32 kN 7. If the capacity of cable AC is 50 kN, find the maximum safe load W that the b. 48 kN d. 57 kN b. 50.25 kN d. 32.48 kN crane could lift in the position shown. a. 72 kN c. 47 kN b. 60.23 kN d. 55.45 kN35 INim at the bottom Assume El s pressure which varies from zero at the top of A6m cantlever retaining wall, with an active 35 ANim at the bottom constant Compute the maximum shear, a Compute the maximum moment. O he wall is fixed at the free end delermine the moment at the foundation Use end moment equations at the 30 bp and at the base. 201. From the structure shown. a. Solve for the tensile force acting on the cables. b. Solve for the shear at 4 m from the hinged support. 30 5 m 6 m 50 kN 150 kN/m
- Situation 8. The 30-N uniform rod has a length of l = 1 m. If s = 1.5 m as shown 16. Determine the distance h of placement at the end A along the smooth wall for equilibrium in meters. a. 0.5 b. 0.6 c. 0.7 d. 0.8 17. Determine the tensile force acting in the cable in N. a. 54.33 b. 45.33 c. 33.54 d. 34.53The light boom AB is attached to a vertical wall by a ball and socket joint at A and supported by two cables at B. A force P is applied at B where P = 17i - 11j kN.Note that the reaction force at A acts along the boom because it is a two-force member. %3D Calculate the magnitude of the reaction force at A in kN. 2 m C ID 4 m 6 m y Answer: Calculate the magnitude of the tension in cable BD in kN. Answer: 3 m... hinge 1.2m A water 2.4m 1.8m N A rectangular gate AB shown is hinged at "A" and rests on a smooth floor at "B". The gate is 1.5m wide. Determine the normal force "N" at point B neglecting the weight of the gate. (A) No answer among the choices (B) 95.67 KN 72.19 KN D 84.84 KN (E 103.01 KN
- The suspended girder shown is supported by a series of hangers uniformly spaced along a parabolic cable 1. Determine the tension at the midspan. a. 450 kN b. 360 kN c. 400 kN d. 380 kN 2. Find the vertical reaction at A. a. 200 kN b. 220 kN c. 180 kN d. 160 kN 3. If T = 300, find the resulting sag ‘’y’’. a. 3.5 m b. 3.8 m c. 4.5 m d. 4.3 mr Calculate the maximum shear force in KN? AH 115 kN -12 m- AG. P5.45 B Hinge/C -12 m 10 kN/m D +9m + - 12m- E1. Compute the reactions of hinge and roller of beam AB. ↑ 2m 2m 2m ↓ 50 KN B A C cable 50 KN-m F E 5 KN/m -5 m- 10 KN/m G
- A 9 m. cantilever retaining wall is subjected to active pressure increasing from A kN/m at the top (free end) to Y kN/m at the base (fixed end) per meter strip of length of wall along its longitudinal axis. 9m Use: A= 8 Y= 29 #4 Calcluate the maximum shear in kN. #5 Calculate the maximum moment. #6 If the wall were laterally supported at the free end, determine the moment (kN.m.) at the base. For increasing triangular load WL² FEM at the base 30 FEM at the top is WL² 20P7.2. Compute the reactions at supports A and E of the three-hinged parabolic arch in Figure P7.2. Next com- pute the shear, axial load, and moment at points B and D, located at the quarter points. w = 1.5 kips/ft 30 kips B h = 15' 11.25' 11.25' E 10'- - 10ʻ 10'e - 10ʻ--- 10'-Situation 1 The cable carrying 200-N loads at B and Cis held in the position shown by the horizonta force P- 300 N applied at A. Determine the following 1. h 2. forces in segment BC 3. forces in segment CD h 4. P A B 6 m 200 N 200 N 6m