Traffic And Highway Engineering
5th Edition
ISBN: 9781133605157
Author: Garber, Nicholas J., Hoel, Lester A.
Publisher: Cengage Learning,
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Chapter 20, Problem 5P
To determine
The four types of joints used in concrete pavements.
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For the simply supported beam below, draw both the shear force (VFD) and ending moment (BDM) diagrams. Please show all equations and free body diagrams (FBD). Note: I want a cut through each of the three sections of the beam, with all related forces calculated and shown on the VFD and BMD.Reaction Forces Shear Force DiagramMaximum Shear ForceEquation for cut 1, 2, 3 respectively.Confirmation of Reaction ForcesBending Moment DiagramMaximum Bending Moment
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Traffic And Highway Engineering
Ch. 20 - Portland cement concrete consists of what four...Ch. 20 - List and briefly describe the five main types of...Ch. 20 - What is the main requirement for the water used in...Ch. 20 - Prob. 4PCh. 20 - Prob. 5PCh. 20 - Prob. 6PCh. 20 - Prob. 7PCh. 20 - Prob. 8PCh. 20 - Prob. 9PCh. 20 - Prob. 10P
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- Determine the reaction forces at supports A and C for the compound beam. Assume C is fixed, B is a pin, and A is a roller. Use P1 = 16 kN/m, P2 = 21 kN, L1 = 3.5 m, L2 = 1.5 m, and L3 – 1.5 m. needs:Triangular Load Use of Pin Reaction Forcesfree body diagramsarrow_forwardDetermine all displacement components and internal reactions at node 2 using the stiffness method. Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN.arrow_forwardDraw the BMD of the frame on the compression side showing all salient values using the stifness method. Assume I = 300(10^6) mm4, A = 10(10^3) mm2, E = 200 GPa for each member. Use the values of L3=2.5m, L4=4.5m, w=12kN/m and P=10kN. Please show all workingarrow_forward
- School of I- I- 30 ft C1 B1 B2 E G1 4 @ 8 ft Floor 13 Span C3 G2 4 @ 8 ft -I- 30 ft 1. Calculate the dead load, wp (kip/ft), applied to beam B2 based on tributary load analysis for the given loads and floor span direction. In addition to the weight of concrete, include an additional 25 psf dead load (total of fixed partitions, HVAC, and drop ceiling). Neglect the beam self-weight and the weight of the corrugated steel sheet metal. 2. Draw an FBD of beam B2 showing the calculated dead load, wp, and support reactions. 3. Report the maximum bending moment (kip-ft) in beam B2 due to dead load. 4. What is the minimum uniform live load, L. (psf), for this occupancy? 5. Calculate the live load, WL (kip/ft), applied to beam B2 based on tributary load analysis for the occupancy and floor span direction. 6. Draw an FBD of beam B2 showing the calculated live load, wL, and reactions 7. Report the maximum bending moment (kip-ft) in beam B2 due to live load. 8. Is live load reduction allowed for…arrow_forwardP10.7 WP For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm²] shown in Figure P10.7, use the double-integration method to determine the deflection at B. Assume that L = 4 m, P = 60 kN, and w = 40 kN/m. A B FIGURE P10.7 Warrow_forwardWhen calculating the minimum force P required to prevent motion of the wheel....What is the angle beta to be used in the equation for belt frictionwhen working with this system?Which tension would be T2?arrow_forward
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