A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length of bearing of 157 mm. Fy = 248 MPa.   Properties: d = 599 mm tw = 10 mm tf = 12.8 mm K = 32.36   If the beam is inadequate with respect to web crippling, determine the length of bearing needed to prevent web crippling at the end reaction. Determine the end reaction due to web crippling.

Q: (a) Compute the slope at A and the deflection at D in Figure.. (AREA - MOMENT METHOD) Â 120 kN B…

A: Given, E = 200 GPa or 2 x 105 MPa I = 262 x 106 mm4

Q: Q.8 A cut is to be made in a soil for a canal having side slopes of 1⁄2 : 1 to a depth of 8 m below…

A: Given data- Side slope- 112 : 1, Depth H=8 m, Cohesion C=15 kN/m2, ϕ'=10o, Void ratio e=0.86,…

Q: Workout and sketch the bending moment diagram in the following case shown in figure below. (1) 10…

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Q: A 40 kN F 2m 6 m 15 kN-m B hinge 4m 2 kN/m 4 m (a) D 8 m 30 kN-m E

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Q: Reduce the following set of differential leveling notes and perform the arithmetic check. Station BM…

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Q: Determine the length of transition curve and offsets at every 15 metres for BG curved track having…

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Q: Design the reinforcement of the section shown. For concrete, fc' = 21 MPa and for steel, fy = 275…

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Q: Determine the forces in members CH and CF. The forces are positive if in tension, negative if in…

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Q: For a pitot tube, the stagnation pressure head is 6.8 m, the static pressure head is 5 m, Cv = 0.9…

A: Given- Stagnation pressure head- hstag=6.8 m, Static pressure head- hstatic=5 m, Cv=0.9 g=10 m/s2,

Q: In a rectangular channel, the ratio of the velocity head to the flow depth for critical flow…

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Q: Problems (2.1) A block of wood of rectangular cross section of sides 'a' and 'b' (b> a) and of…

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Q: Draw the axial force and shear force and bending moment digram of frame

A: ###Determination of AXIAL FORCE,  BENDING MOMENT,  AND SHEAR FORCE DIAGRAM ###

Q: a. Delineate the drainage area for the watershed draining to the project outlet (black arrow).…

A: Given:- The flow accumulation and flow direction details are given  The raster pixel resolution = 5…

Q: The soil from a borrow area is excavated and used in a compacted fill for an embankment. The void…

A: Volume of solids will remain constant. i.e, the mass of solid and its specific gravity remain…

Q: Using double integration method (DIM), determine the deflection at midspan. Consider El as constant…

A: Given Data  EI = constant Find the mid span deflection using Double Integration Method (Macaulay…

Q: How to determine the needed surface area of the secondary clarifier tank given that the flow is…

A: Given, Flow rate, Q = 40,000 m3 /day Recycling ratio = 0.5 Solid concentration = 13,000 mg/L MLSS =…

Q: Consider two cars approaching from the opposite directions at 90 km/h and 60 km/h. If the reaction…

A: Given: Two cars approaching from the opposite directions at 90 km/h and 60 km/h. V1=90 kmh=25…

Q: Q2 for the ystem showing complute The Q3 qixah deformation at A, B HA=160mm ² E=2006 5KN/m + 3m orbm…

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Q: Determine the moments at B and C, then draw the shear and moment diagrams for the frame. Assume the…

A: The problem is solved by Moment Distribution Method

Q: The diagram is a three-hinged semi-circular arch. The horizontal component for the 30 kN force is?…

A: To determine the horizontal and vertical components of 30kN.   FBD of 30kN is as shown.

Q: 5: Find the deflection at b, c and d for the loaded beam shown in the figure below by using finite…

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Q: Find the north axis and the moment of the second area Find both the triangular axis and the moment…

A: The following is the given information. My = 240 N.m  Mx = 380 N.m  Thickness of bottom flange = 1…

Q: Select the lightest W14 section (Fy-50 ksi) to support the service loads PD= 220 k, PL-310 k. The…

A: Given:- The yield strength of the steel (Fy) = 50 ksi The magnitude of the dead load (PD) = 220 k…

Q: A 18 mm thick gusset plate is connected to the 12mm thick flange plate of an l-section using fillet…

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Q: Two cylindrical specimens A and B of the same soil, of 50 and 75 mm diameter, respectively, are…

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Q: Two parallel highway roads are to be connected by a reverse curve, each section having the same…

A: Reference : Transportation Engineering, Highway design for reverse curve. Given : A reverse curve…

Q: For the laminar flow of an oil having dynamic viscosity, μ = 2Pa in a 0.5 m diameter pipe, the…

A: Given- Dynamic viscosity- μ=2 Pa,diameter d=0.5 m,velocity vmax=5 m/s,

Q: 6. a) Welding has two main categories, discuss them in details b. Define and Distinguish these terms…

A: a) Welding has two main categories: Fusion Welding Solid state welding Fusion welding: It is the…

Q: Question: In Marshall method of mix design the coarse aggregate, fine aggregate, filler and bitumen…

A: Given: In Marshall method of mix design the coarse aggregate, fine aggregate, filler and bitumen…

Q: Q1/ At this following data, Find the Value of (X1, X2, X3, X4, X5, X6, X7, X8, X9. X10 & X11) by…

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Q: With the same problem, what would be the sketch of this data?

A: Given, Closed traverse data    To find : Missing bearings

Q: Q6: A saturated clay sample was consolidated in the triaxial cell under a cell pressure of 150…

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Q: It is suggested that an incompressible fluid flows with the velocity field v = (sin (xy²zt), x²t,…

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Q: Use the graphical method to construct the shear-force and bending-moment diagrams for the beam…

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Q: A vertical curve must begin at the center of manhole 1 (Sta. 56 + 000, Elev. 60 m) and end at…

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Q: A farmer collected a soil sample from his 4-hectare cornfield with root zone depth of 75 cm. The…

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Q: During a storm event in a certain period, the rainfall intensity is 6.5 cm/hour and the - index is…

A: Given that :- Rainfall intensity = 6.5 cm/hour ϕ-index = 4.5 cm/hour To find the intensity of…

Q: The horizontal component for the 60 kN force is?  a. 51.96 kN b. 45.94 kN c. 55.96 kN d. 35.96 kN…

A: To determine horizontal and vertical components of 60kN load.   FBD of 60 kN load is as shown

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A: Given Data  Liquid limit (WL) = 45%  Plastic limit (WP) = 25%  Uniformity Coefficient (Cu) = 5…

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Q: 1. The semi-gravity retaining wall shown in Figure 2.1 Figure 2.1 is made of mass concrete with a…

A: Given data,  Unit weight of concrete = 23.6 kN/m³

Q: A simply supported beam is subject to a downwards uniform distributed load, w, as shown below. B A…

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Q: Determine the forces in members BE and CE of the loaded truss. The forces are positive if in…

A: Given To find  Force in member BE and CE

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Q: 1. (al) Find the horizontal deflection at joint B produced by the 40-kip load in the Figure. The…

A: ###Determination of Deflection of truss solve all parts of truss##

Q: Pitot Tube Question 3: A pitot-static tube is used to measure the velocity of water in a pipe. The…

A: Given- Stagnation pressure head hs=6 m, Static pressure head hst=5 m, Coefficient of tube Cv=0.98,…

Q: Comment on the “accuracy” of the experiment. What are other possible sources of error/uncertainties…

A: Beam bending Experiment : This experiment includes studying the effect of force of different…

Q: Reduce the following set of differential leveling notes and perform the arithmetic check. Station BM…

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Q: A car travels at the rate of 60 km/hr for 4 min, then at 75 km/hr for 8 minutes, and finally at 30…

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Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.