What role does information technology play in the planning, carrying out, and research management of transportation projects?

Q: Find the value of acceleration Initial velocity=7.1 m/s Final velocity=10 m/s Time=2 s

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Q: flow rate of 2.1 m3/s is to be carried in an open channel at a velocity of 1.3 m/s. determine the…

A: step 1-

Q: The rods AB and CD are made of steel with modulus of elasticity (Young's modulus) of E = 210 GPa and…

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Q: 9.6 kN-m 3.6 m 6.6 kN-m X

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Q: Two pipes, one circular and one square have the same cross-sectional area. Which has the larger…

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Q: find all the reactions by slope Deflection Method Im EI = Const 2m A IFFT 2m # 2m

A: Slope-deflection method One of the most used approaches for analyzing indeterminate beams and frames…

Q: From the following data estimate the unit waste generation rate for a residential area consisting of…

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Q: The two blocks started at rest. The surface of the inclined plane is frictionless. (note: neglect…

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Q: roller A 1 m C 3 m B Pin support

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Q: 5. Determine the reactions at A and B for the loaded beams. Beam weight may be neglected. 1m 5m 4 m…

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Q: 5. Determine the reactions at A and B for the loaded beams. Beam weight may be neglect 1m 4 m 3m 5 m…

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Q: Determine the difference of pressure between points A and B in kPa. a 3.3m b 2.4m C 4.3m 2.3m 3.3m…

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Q: Solve for the reactions and draw the shear and moment diagram. FN=124

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Q: station 15 + 100 at an elevation of 72.344 m. If the required rate of change of grade for the…

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Q: Determine the reactions and draw the shear and bending moment diagrams for the beams shown in Figure…

A: Drawing of Reactions And SFD and BMD using 3 moment equation method ###

Q: PROBLEM No. 1: (a) Derive the shear force and bending moment equations for the cantilever beam. (b)…

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Q: Q3. For the retaining wall shown below, the foundation and the backfill soils have the same…

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Q: Q1/ For the beam shown in figure below, write the equations of deflection using finite difference…

A: Given Data:Span=LEI constant

Q: Please answer part a, b,c

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Q: etermine the maximum value of P that can be applied before any slipping takes place. P 80 N μ =…

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Q: Derive the shear force and bending moment equations for the cantilever beam. (b) Draw the shear and…

A: Required : Shear force and bending moment equations with shear and moment diagram.

Q: Calculate the coefficient of discharge for the venturi meter if the flow rate is 102 m^3/hr. O 0.197…

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Q: Specify a suitable size for the horizontal paite of the member

A: Solution: Givendata: The horizontal loading of 400 lb is at a distance of 2.6 in from the axis of…

Q: THE RIGID BEAM IS SUPPORTED BY A PIN AT A AND WIRES BD AND CE. IF THE LOAD P ON THE BEAM CAUSES THE…

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Q: Determine FEMAB of the beam with uniform distributed load of 20 kN/m, 3 meters from the left fixed…

A: Option (c) is correct.

Q: For a plume of rectangular cross section having width of 1.75m and depth of flow is 0.35m. And after…

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Q: 1. Lateral earth pressure (passive or active a. the angle of internal friction b. the cohesion of…

A: This question is from Geo technical engineering

Q: Derive the equation of the elastic curve for the beam loaded as shown.

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Q: Determine the value of El for the beam loaded as shown. 60 lb/ft wap... B1200 lb-ft 10 ft

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Q: H =2m ▼ Seawater y = 0.2x2 25 m The concrete seawall given in Figure 4 has a curved surface and…

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Q: 25 kN/m A B -8 m- -8 m- E = 70 GPa I= 1,300 (106) mm² (Assume 50mm settlement @ Support B) C

A: Given data  E = 70 GPA = 70 × 103 N/mm2 I = 13 × 108 mm4  ∆B = 50 mm = 0.05 m

Q: An old map was plotted to a scale of 40 m to 1 cm. Over the years, this map has been shrinking and a…

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Q: Estimate the consolidation settlement due to the lowering of the water table from location No. 1 to…

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Q: Question 3: A HSS 12 x 12 x 5/16 with Fy = 46 ksi is used to support the service loads Pò = 200 k…

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Q: A T-beam for a floor system has a slab thickness of 100 mm and a total depth of 550 mm. It has a web…

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Q: C) Design of gravity pipe connecting intake well and jack well • The intake pipe shall be designed…

A: Given data:- Discharge through pipe, Q=0.3125 m3 Permissible velocity through pipe, V=1.2 m/s Since…

Q: 5@2 m = 10

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Q: A 3m diameter circular footing is transmitting a concentrated load of 1500 kN. a. Determine the…

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Q: a. the moments of inertia with respect to the topmost part of the shaded area b. Determine the…

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Q: Determine the shear force acting at each of the follow (a) x = 2 m b) x = 4 m (c) x = 8 m Note that…

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Q: THE RIGID BEAM IS SUPPORTED BY A PIN AT A AND WIRES BD AND CE. IF THE LOAD P ON THE BEAM CAUSES THE…

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Q: 3 in 4 in Figure 1 figures below. 6 in 2 in

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Q: Why is strength the property most valued in concrete by designers and quality control engineers?

A: Among the properties of any materials which govern their feasibility to be used in intended place or…

Q: Use 2015 NSCP The beam shown is a W10x77 and has continuous lateral support. The load P is a service…

A: Answer: On Equating Maximum Moment due to load on beam with and Moment strength we can calculate…

Q: Situation 12 - A triangular plate of height h = 1.20 m and base b = 2 m is submerged vertically in…

A: Given data : The value of base of triangular plate b=2 m The value of height of triangular plate…

Q: Q-3: Use slope-deflection method to analyze the frame shown in Fig. 3. And draw the shear force and…

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Q: Determine the x- and y-coordinates of the centroid of the shaded an 70 185 125 Dimensions in…

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Q: Using Virtual Work method determine the vertical and the horizontal deflection at the free end of…

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Q: Q3. For the retaining wall shown below, the foundation and the backfill soils have the same…

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Q: 5.3 An employee is selected from a staff of 10 to super- vise a certain project by selecting a tag…

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Transportation Planning Process

A transport planning process is the process of defining future policies, objectives, investments, action plans and spatial planning projects to meet future transportation-related needs. As is being done today, it is a collaborative process that incorporates the views of a wide range of stakeholders including various central and local government agencies, state-owned enterprises and the private sector. Transport planners, planning organizations or federal agencies use a multidisciplinary approach to analyze a variety of alternatives and impact on the transportation system to contribute to profitable outcomes.