EBK STRUCTURAL ANALYSIS
5th Edition
ISBN: 9780100469105
Author: KASSIMALI
Publisher: YUZU
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Chapter 2, Problem 14P
To determine
Find the external wind pressure acting on the windward and leeward side of the roof of the building.
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What is the volume of the earth's mantle in cubic
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H.W: From an in-out survey conducted for a parking area consisting of 40 bays, the initial count was found to be 20 vehicles.
Table gives the result of the survey. The number of vehicles coming in and out of the parking lot for a time interval of 5
minutes is as shown in the table below.
Find the accumulation, total parking load, average occupancy and efficiency of the parking lot.
Table: In-out survey data
Time
(minutes)
In
Out
5
3
2
10
6
2
15
3
1
20
6
7
25
6
4
30
8
6
can you show me step for step? Autocad has me irritated.
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EBK STRUCTURAL ANALYSIS
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- mummins) Is there any risk from a contaminant if 150 out of 3800 people exposed to the groundwater contaminant develop cancer and 125 out of 5000 people not exposed to the contamination also develop cancer? Why or why not? Use at least two methods to support your answer.arrow_forwardA spare buoy is a buoyant rod weighted to float and protrude vertically, as shown in thefigure below. Suppose that the buoy is made of maple wood ( specific gravity s = 0.6), has arectangular cross section ( 2.54cm by 2.54cm ), a length of 3.7 m , and is floating in seawater( specific gravity s =1.025 ). What weight of steel should be added to the bottom end of thebuoy so that h=0.45 cm? ( The specific gravity of steel s = 7.85 )arrow_forward8-42. Determine the displacement at point D. Use the principle of virtual work. El is constant. 60 kN 2m- 2 m B 30 kN/m 3 marrow_forward
- Two monitoring wells are spaced 500 m apart along the direction of groundwater flow in a confined aquifer 30.0 m thick. The difference in water level in the wells is 2.5 m. The hydraulic conductivity is 40 m/d. a) Sketch the aquifer and wells and label distances and direction of groundwater flow. b) If the real velocity of the groundwater is 0.6 m/d, what is the porosity? c) If it takes 10 years for a petroleum hydrocarbon plume to appear in the second well, what was the retardation factor?arrow_forward9. 0000) Water in a lake contains 10.5 ppb of vinyl chloride, which has a potency factor of 2.3 (mg/kg-d) 1 a. What is the incremental cancer risk for children (average weight of 15 kg) who may ingest 0.05 L of water per day while playing in the water every summer (for approximately 60 days) for 10 years? b. Is this risk acceptable? Why or why not?arrow_forward8-37. Determine the displacement of point C. Use the method of virtual work. El is constant. -12 ft- 3 k/ft -12 ft- Barrow_forward
- 6. If the initial DO concentration of a diluted (1/50) wastewater sample is 9.0 mg/L and the UO concentration decreases to 2.4 mg/L after 5 days of incubation, a. calculate the 5-day BOD concentration in mg/L: b. If the wastewater degrades at a rate of 0.22/day, what is the ultimate BOD concentration? c. Based on the k value in part (b), what would the BOD concentration be after 10 days? d. What other factor may influence the BOD that is not accounted for in part (c)?arrow_forward2nYour consulting firm is doing an expansion project for a drinking water treatment plant in a growing urban area that has a current population of 55,000 people and treats 20 MGD. If there is 2.8% population growth, continuously compounded, and you want the expansion to be able to serve the urban area for the 35 year design life of the upgraded facility, what should the new design capacity (in MGD) of the treatment plant be?arrow_forwardcan you show me step for step?arrow_forward
- How many steel studs are needed in total ? (Exterior walls are exsisting) Studs are spaced 16” OC Add 2 studs x each door & intersection How many 4 x 8 drywall sheets are required if walls are 8 ft high Exterior walls only need drywall on interior side Interior walls need drywall on both sides Show all workarrow_forwardanswer on paper and make sure work is done step by step correctly and neatlyarrow_forwardEx 11: Design inlet system for the road in figure below with catchment area=86 m*239 m. C=0.8, i=100 mm/hr, Gutter data: y max.=8cm, n=0.018, k=0.38, slope=%1, Z=25, %25 clogging, (space=bar=2 cm). Inlet type used (consists of tow part curb and Q grad inlet =0.6Qgutter max. grade inlet) Q curb inlet =0.4Qgutter max. 0.8*100 3600*1000 Solution: (Qs) Total=CIA= Qgutter (Max.)=k²√√s y8/3 = 0.38- 25 0.018 *(86*239)=0.457 m³/s √0.01 0.088/3= 0.0627 m³/s 30 m 12 m 2mL 12 m 30 m Residence 30 m Streat 12 m Bof 2 m ㅈ 239 m A2 A1arrow_forward
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