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MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305581159
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
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Chapter 19, Problem 10P
To determine
The design of a suitable pavement consisting of a granular subbase, a granular base layer and an asphalt concrete surface.
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In the figure, all loads are factored, and the uniform load includes self-weight. Use #3stirrups. fc′ = 4 ksi, and fy = 75 ksi.(a) What stirrup spacing is required at section A?(b) How will this spacing change at section B?(c) Indicate the region of the beam where stirrups are not required.
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Draw a free body diagram and properly explain each st
The box beam in the figure is reinforced with #4 U-stirrups in each web. f c′ = 3.5 ksi, andfy = 60 ksi.(a) What is the design shear capacity of the cross section?Hint: Find concrete and stirrup strengths separately, and then find the total capacity.(b) If the total applied factored shear force at the section is 220 kip, please comment onthe adequacy of this shear design.Hint: Compare the total capacity from (b) with the shear force.2. In the figure, all loads are factored, and the uniform load includes self-weight. Use #3stirrups. fc′ = 4 ksi, and fy = 75 ksi.(a) What stirrup spacing is required at section A?(b) How will this spacing change at section B?(c) Indicate the region of the beam where stirrups are not required.
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MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
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- Structural analysis questionarrow_forward1) Assuming that water at 20 C is flowing through the system at a constant flow rate of 2 ft³/sec and neglecting viscous effects, calculate the EL and HGL at points A, B, and C. Sketch the EL and HGL alongside the diagram. A ZA = 55 ft D₁ = 3 in B D₂ = 6 in C 2) What is the elevation at point C in the above figure? 3) Using the figure from problem 1, sketch the EL and HGL accounting for both major and minor losses. Note that the flow rate will change due to the introduction of friction (we will explore this further in the coming weeks). You do not need to calculate the values of EL and HGL.arrow_forward8) Carbon dioxide at 20 C is transported through a pipe of 0.1 m in diameter. What is the maximum flow rate possible to achieve laminar flow?arrow_forward
- 7) In the below diagram, the pipe diameter is 10 cm and the flow rate in the pipe is 0.3 m³/sec. At this flow rate, the pump will generate 90 m of head. The pressure at point A is 500 Pa and the water in the pipe is at 60 C. a) Taking the datum to be at the centerline of the pump, calculate the EL and HGL at points A and B, neglecting friction. b) What is the pressure at point B? A P Barrow_forwardC 7-33. The beam is constructed from two boards fastened together at the top and bottom with three rows of nails spaced every 8 in. If an internal shear force of V = 800 lb is applied to the boards, determine the shear force resisted by each nail. Temps to rise Sunday **SW4 88AN SID IDI FI 2 F2 # * F3 3 日 $ 4 Q W A S F4 B Q Search F7 40 F5 F6 & Jo % 5 6 7 E R T Y ப * F G H J FB IA F9 IAA FIO FII ( B 9 ㅁ Z X C V B N M ALT H FI2 8 in. =1 } ㅁ P [ ] L 8 in. 2 in. 4 in. V 9 in. DELETE BACKSPACE NUM LOCK I T ENTER PAUSE SHIFT ALT CTRL V 7 HOME الحاد E I ENDarrow_forwardG 6-114. The cantilever wide-flange steel beam is subjected to the concentrated force of P = 600 N at its end. Determine the maximum bending stress developed in the beam at section A. 10 mm 150 mm 10 mm y Temps to rise Sunday @ 2 *F3 *F2 $ # 4 3 Q Search 1+ F7 48 F5 FB F4 & % 5 6 7 4 W E R T Y ப IAA FB * 8 9 ► I 30° FIO Q FII FI2 + == 200 mm HI [ ] A 5 ㅁ F G H J K L ? PAUSE Z X C V B N M ALT ALT CTRL -10 mm DELETE 2 m A BACKSPACE NUM LOCK 2:27 PM 4/10/2025 INSERT PE 7 日 9 HOME PG U ENTER 4 S SHIFT 2 END INSarrow_forward
- *7-16. allow The beam has a square cross section and is made of wood having an allowable shear stress of T - 1.4 ksi. If it is subjected to a shear of V = 1.5 kip, determine the smallest dimension a of its sides. 2 Temps to rise Sunday Fl BID (0) 4 3 2 Q Search F4 40 FS * & % S 6 7 D W E R T Y ப A S ㅁ F G H J Z X C V B N ALT の 日 Σ H FID FII FIE L ALT CTAL [ ] PAUSE V-1.5 kip BELETE BACKSPACE NUM LOCA 7 HOME ENTER F SHIFT ENDarrow_forward1. Determine the reaction at supports and forces acting on each member. (5 pts each) 35 kN 60 kN 10 kN 1m 2m -3m -3m 3m 3m 25 kN 50 kN 10 kNarrow_forwardProblem 7 Water is flowing in a channel with a rectangular cross-section. The channel has a uniform width of b 10 m, and it is equipped with a broad-crested weir. The height of flow in a channel far upstream of the weir is h₁ 2 m, while the weir is == hweir = 0.8 m above the bed of the channel. = 1. Assuming the flow over the weir is critical, calculate the flow rate in the channel by iteratively solving for the critical depth he. Perform at least 3 iterations. Did the flow rate converge? 2. Given the water depth immediately downstream of the weir is 90% of the critical depth hc, what is the water depth after the flow experiences a hydraulic jump further downstream? 3. How much energy is dissipated by the hydraulic jump? h₁ hweir Figure 7: A subcritical flow goes over a broad-crested weir, and it experiences a hydraulic jump downstream of the weir. Figure not to scale.arrow_forward
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