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Q: 1=100 x 10 mm 4 kN/m I 6 m B 10 KN Given the beam section, NA and I, determine the following:…
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Q: 5) The wide flange beam shown supports the concentrated load P and a total uniformly distributed…
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Q: 1. A square piece of land 60m x 60m is to be leveled down to a level coinciding to elevation zero.…
A: Given data:- Size of a square piece of land =60m×60m Elevation is zero Below diagram is given;
Q: 3. A beam with the cross section shown in Figure 3 is subjected to an internal moment of X6 kNm,…
A: Given :
Q: 5.20 Example: A 4.2 m high column is effectively held in position at both ends, but not restrained…
A: Taking the column to be a short column Load on the column = 900 KN Factored load= 900*1.5= 1350 KN…
Q: Given: fy = 345Mpa f'c= 28Mpa Beam as shown: 600 3-28mm 250 Determine the depth of compression block…
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Q: 2m B 10kN/mm 4m C 2m H
A: Draw the shear - force and bending - moment diagrams for the beam shown in the figure
Q: Problem 3 For the beam shown in the figure, a) Derive the equation of the elastic curve. b) Compute…
A: w = 300 N/m = 0.3 KN/m M = 2.7 KNm
Q: 7. For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of…
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Q: ed in a layer of sand. The following is an approximation penetration resistance (q.) and the…
A: Given:- pile size=0.406m x 0.406m L=18.3m FS=4 To find:- allowable bearing capacity of the pile
Q: SITUATION 13: A 0.30 m square prestressed concrete pile that is 10 m long is to be driven in a…
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Q: Compute the discharge of water through 75 mm pipe if the mean velocity is 2.5 m/sec.
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Q: 2/6 Two forces are applied to the construction bracket as shown. Determine the angle which makes the…
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Q: en the stilling basin and determine the jump efficiency?
A: Definition of stilling basin a depression in a channel or reservoir deep enough to reduce the…
Q: . For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of…
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Q: A Wide Flange Built Up beam is supported at both ends by a fixed support and has a length of 6.8m…
A: Given data: Length = 6.8m uniform load = 294N/m
Q: etermine the velocity of the slider as it passes through B and C. Also compute he slider will come…
A: Given:- m=1kg stiffness=400N/m L=0.5m To find:- velocity
Q: A 2m B 10kN/mm 4m C 2m
A: Draw the shear - force and bending - moment diagrams for the beam shown in the figure .
Q: A rectangular footing 2.0 m x 2.5 m carries three columns at distances from the footing center as…
A: Data is given
Q: The composite section For the beam shown is subjected to sagging bending moment of 100KN.m,…
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Q: m 1.6 The coefficient of discharge for a vent an incompressible fluid was found to be cor ed a…
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Q: 5-1-4 Find the absolute values of the internal forces (N= axial, V= shear) and moment (M) just to…
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Q: The force of magnitude F = 181 lb acts along the edge of the triangular plate. Determine the moment…
A: moment about any point M0→ = r→x F→ or distance X perpendicular component of force
Q: The 2.8-kN force F is applied at point A. (a) Compute the moment of F about point O, expressing it…
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Q: hear and moment diagrams. Indicate values of all points in your diagram. 1500 N/m 1000 N/m M (11 A…
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Q: Q.2/Multiple choices. Select 10 only: - 1. Which is thinner land Earth crust or oceanic Earth crust?…
A: There are two forms of crust thin and thick. The land on Earth is made up of the continental crust.
Q: 1. Locate the centroid of the shaded area shown. Draw the figure with the centroid. 16 cm 8 cm 8 cm…
A: Answer We can determine the centroid of given Composite section using the centroid formula as shown…
Q: The attached figure shows the soil sample prepared and setup for constant head permeability test. If…
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Q: Draw Shear & Moment Diagrams 6k 6k →→X 4' 4' 4'
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Q: wastewater treatment plant of daily flow 204 000 m³, consists of two screens, the characteristics of…
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Q: 1. During the consolidation the........ .....remains constant. (b) pore water pressure takes place…
A: “Since you have posted a question with multiple sub-parts, we will solve the first three subparts…
Q: How does engineering mathematics in civil engineering help us in our daily lives? give some examples…
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Q: Determine the moments at all supports using Moment Distribution Method. EI is constant. Perform…
A: Moment Distribution Method: The moment Distribution method is presented by Professor Hardy Cross.…
Q: A T-profile beam can be oriented in the four orientations shown. For the given loading, indicate…
A: Asked: To determine which of the given possible orientations of the beam will give the least…
Q: What is the mass of body if th orce of 10 N is accelerated b O 2 kg O 2.5 kg O 1.5 kg 4.5 kg
A: Given that Force F = 10 N Acceleration a = 5 m/S2 Mass of body m = ?
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Q: 5) The wide flange beam shown supports the concentrated load P and a total uniformly distributed…
A: a beam arrangement is given as shown in the figure above and it has been asked in the question to…
Q: 1) The composite section shown, is subjected to a sagging bending moment of 100 kv.m, Determine the…
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Q: Q3: The following figure shows spot levels at 25 m intervals over a small site which is to be made…
A: Average level of triangle= (14.6+14.7+15+15+14.8)/5= 14.82 m Level to which it is to be increased =…
Q: The attached figure shows the soil sample prepared and setup for constant head permeability test. If…
A: It is given that :
Q: 1) Timbers 200x300 mm and 5m long, simply supported at top and bottom, helps a dam to hold water 3m…
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Q: Two unlike parallel forces, each of magnitude 50 kN are 200 mm apart from each other. what will be…
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Q: More than one plane tangent to a sphere can pass through a given point on the given sphere.
A: Yes it's true that more than one plane tangent to a spehre can pass through a given point on the…
Q: Q1/ Water flow through an orifice meter at an empirical equation Re = 0.35Re0 0.9m. and a rate of…
A: From head equation: p1γ+v122g+z1 = p2γ+v222g+z2 (pressure head, velocity head and datum head at…
Q: Problem I. Solve the problem using Conjugate Beam Method. Given the figure, determine the following…
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Q: Note: Answer Only Date: Subject: Sewerage and Environmental Engineering Q.1. Find the F/M ratio and…
A: To Find :- F/M ratio Given data:- Volume V = 90,000 m^3 Raw BOD S = 500 mg/L Primary sedimentation…
Q: 7. For a beam of cross-section, width = 230 mm and effective depth = 500 mm, the number of rebars of…
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Q: A W12×26 tensile member with no holes
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Q: Problem 6.1 The following data are referred to Francis Turbine. Net head, H 60 m, speed N= 750 rpm.…
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Q: 11.44 A circular raft foundation of 20 m diameter and 1.6 m thick is provided for a tank that…
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Determine the reaction at support B using Force method analysis. Assume support A is fixed and support B is roller. Set w = 10 kN/m amd EI is constant.
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- 20kN 1m 4kN F 3 m 2.5 m Rg Rc A.4-9 fast solution plzROBLEMS oment boreda-U ors 107 21090000 10 2-28M. A T VX 001 2 k/ft 12 ft Figure 2-86M 210800gmdo da snimissa .re- 2-28. Determine the reaction components for the simple beam of the taugh me ‒‒‒‒‒‒‒‒ Figure 2-81 Figure 2-81. 10 k EB-S onugi ads.90 1919 MIE-S Determine the reaction components for the simple beam of Figure 2-81M. 3 ft B 11 3-S A rea oor tion components 30 kN 3 m 1 m 10 kN/m 6m for for the rigid the Figure 2-81M 40 kN 3 m member in B
- Professor help me understand unit conversion 500kpa Мра 3ft in 8ksi psi 55Gpa Мра 3in + ft 3зра Мра thank you doctor to helpThis problem I have found frustrating but I think I am just messing up the algibra9- a) b) c) d) For the transmission line shown, what are the appropriate appurtenance at point C. 300 m A L = 500 m B none of them air valve check valve blowoff Leave blank L = 1000 m 100 m 285 m L = 1000 m D 100 m
- stengthflnalen strength of materials exam s/d/e/1FAlpQLSe0S4jiBdFukwD10EDn6YcB3b9pFVy9DyHocjzQq4hz4Q1SGw/formResponse ps E News Translate Total thermal expansion is: * A 120mmx150mm L= 2m E= 25000MPa AT 100°C a = 3x106 1/m 300mmx400mm L= 4m C 2.0 mm 2.5 mm O 2.2 mm 1.8 mm During the tension test, the wooden specimen is subjected to an axial2. Design the anchored sheet pile wall supporting a loose sand fill as shown in the following Figure. GWT is at the same height on both sides, and assume yw=10kN/m³. Based on the log spiral solutions, the K₂ for the loose sand is 0.3 while the K₂ and Kp for the dense sand are 0.2 and 13.125, respectively. Using the free earth support method, do the following: a) For a factor of safety of 2 on the passive resistance, determine the required depth of penetration depth, D. (initial trial with D'=1.5m) b) Determine the bending moment and the anchor load. c) Select a sheet pile section from the Table 9.1 (E-210x10³ MN/m² and fa-210 MN/m²) D U 7.0m. ↓ ↓ Yt = 16.5 kN/m³ $' = 30° Loose sand fill: Yt = 19.5 kN/m3 $' = 30° Dense sand: Yt = 21 kN/m³ $' = 40° q=10 kN/m² 1.5m. 0.5m.A piston/cylinder receives R1343 at 300 Pa and compresses it in a reversible adiabatic process to 1000 kPa. 60-C. Find the tempature and sketch the p-v and T-s diagrams