Sustainable Energy, SI Edition
Sustainable Energy, SI Edition
2nd Edition
ISBN: 9781337672092
Author: DUNLAP, Richard A.
Publisher: Cengage Learning
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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 B
C 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 END
G 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 INS
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