ELEMENTARY SURVERYING W/ACCESS PACKAGE
15th Edition
ISBN: 9780134771786
Author: GHILANI
Publisher: PEARSON
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Chapter 8, Problem 8.38P
To determine
Estimated precision of an angle
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The beam shown in the figure below is typical for a floor system in an existing building.It needs to carry a uniform live load of 260 lb/ft and a uniform dead weight of 400 lb/ft,including its own weight. The owner wants to add a partition weighing 7 kip (live load) asshown. Assuming the added partition as live load, is the beam section adequate to safelycarry the extra live load?PartitionStirrups15 ft 3 in.14 in.a. Determine the d e s i g n m o m e n t c a p a c i t y .b. D e t e r m i n e t h e f a c t o r e d a p p l i e d b e n d i n g m o m e n t .c. Is the beam safe and adequate for bending? Please explain your response.
4. Use the influence function method to draw the influence line for the shear just to the right of A.
Assume C is fixed, A is a roller, and B is a pin.
8 ft
A
16 ft
B
10 ft-
4-39. Draw the shear and moment diagrams for each of the
three members of the frame. Assume the frame is pin connected
at A, C, and D and there is a fixed joint at B.
4 m
50 kN
40 kN
-1.5 m
-2 m
1.5
B
15 kN/m
6 m
D
Chapter 8 Solutions
ELEMENTARY SURVERYING W/ACCESS PACKAGE
Ch. 8 - Describe the proper procedure for transporting a...Ch. 8 - Prob. 8.2PCh. 8 - Prob. 8.3PCh. 8 - Prob. 8.4PCh. 8 - Prob. 8.5PCh. 8 - Prob. 8.6PCh. 8 - Prob. 8.7PCh. 8 - Prob. 8.8PCh. 8 - Prob. 8.9PCh. 8 - Prob. 8.10P
Ch. 8 - Prob. 8.11PCh. 8 - Prob. 8.12PCh. 8 - Prob. 8.13PCh. 8 - Prob. 8.14PCh. 8 - Prob. 8.15PCh. 8 - Prob. 8.16PCh. 8 - Prob. 8.17PCh. 8 - Prob. 8.18PCh. 8 - Prob. 8.19PCh. 8 - Prob. 8.20PCh. 8 - Prob. 8.21PCh. 8 - Prob. 8.22PCh. 8 - Prob. 8.23PCh. 8 - Prob. 8.24PCh. 8 - Prob. 8.25PCh. 8 - Prob. 8.26PCh. 8 - Prob. 8.27PCh. 8 - Prob. 8.28PCh. 8 - Prob. 8.29PCh. 8 - Prob. 8.30PCh. 8 - Prob. 8.31PCh. 8 - Prob. 8.32PCh. 8 - Prob. 8.33PCh. 8 - Prob. 8.34PCh. 8 - Prob. 8.35PCh. 8 - Prob. 8.36PCh. 8 - Prob. 8.37PCh. 8 - Prob. 8.38P
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- Aggregates from three sources having the properties shown in Table P5.41were blended at a ratio of 25:60:15 by weight. Determine the properties of theaggregate blend.arrow_forward7-7. Determine the equations of the elastic curve for the beam using the x and x, coordinates. Specify the beam's maximum deflection. El is constant. 22arrow_forwardThe cantilever beam shown below supports a uniform service (unfactored) dead load of 1.5 kip/ft plus its own self weight, plus two unknown concentrated service (unfactored) live loads, as shown. The concrete has f’c = 6,000 psi and the steel yield strength is 60 ksi. a. Determine the design moment capacity. b. Set up the applied bending moment capacity. c. Calculate maximum safe concentrated live load that the beam may carry.arrow_forward
- The circular slab of radius r supported by four columns, as shown in figure, is to be isotropically reinforced. Find the ultimate resisting moment (m) per linear meter required just to sustain a concentrated factored load of P kN applied at the center of the slab. Solve by using equilibrium m m Columnarrow_forwardBy using the yield line theory, determine the ultimate resisting moment per linear meter (m) for an isotropic reinforced concrete two-way simply supported polygon slab shown in figure under a uniform load (q). Solve by using equilibrium method m marrow_forwardBy using the yield line theory, determine the ultimate resisting moment per linear meter (m) for an isotropic reinforced concrete two-way simply supported polygon slab shown in figure under a concentrated factored load of P. Solve by Using equilibrium method m m 8/arrow_forward
- H.W: Evaluate the integral 1. 30 √ · √(x²y – 2xy)dydx 0-2 3 1 3. (2x-4y)dydx 1-1 2π π 5. (sinx + cosy)dxdy π 0 0 1 ƒ ƒ (x + 2. +y+1)dxdy 4. -1-1 41 ][ 20 x²ydxdyarrow_forwardExample 5 By using the yield line theory, determine the moment (m) for an isotropic reinforced concrete two-way slab (supports on two S.S sides shown in figure under the load (P) (all dimensions are in mm). Solve by using equilibrium method Please solve by using equilibrium method m m 3000 2000 2000arrow_forward2. During construction, gate AB is temporarily held in place by the horizontal strut CD. Determine the force in the strut CD, if the gate is 3.0-m wide. A 0 B D Density of water = 103 kg/m³ 2 m 3 marrow_forward
- 5. A gate is used to hold water as shown. The gate is rectangular and is 8-ft wide. Neglect the weight of the gate. Determine at what depth the gate is just about to open. 5000 Ib 15 ft Hinge 60°arrow_forwardH.W2. Design Twin Opening of an Inverted Siphon (8 + 27 +6) m required to pass Canal Discharge of 3m³/ sec under road with 0.18m Head Loss. The Velocity in the Canal is 0.78m/sec and the depth of water in the canal is 1.4m, Safety Screen is provided from entry and exit. The Inverted Siphon 22.5 ° ELBOWS of each end. IF n = 0.013, Ke= 0.2, Ko = 0.3, Kscreen Kelbows 0.05. = 0.2 andarrow_forwardH.W.1: A concrete pipe culvert is to be constructed under road to carry a maximum discharge 9 m3/sec. If the length of pipe culvert 10 m on slope 1/100, Ke= 0.5, Ko = 1, n = 0.018, HL = 0.18. Find the diameter of the pipe. birea vaznds or bout one anorgia batio/larrow_forward
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