Concept explainers
(a)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
(b)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
(c)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
(d)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
(e)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
(f)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
(g)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
(h)
Categorize the given truss is stable or unstable.
Verify the truss is determinate or indeterminate in case the truss is stable.
Find the degree of indeterminacy in case the given truss is statically indeterminate.
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Chapter 4 Solutions
Fundamentals Of Structural Analysis:
- The BOD of a river just below a sewage outfall is 40 mg/L. At this point, the DO is at the saturated value of 9.8 mg/L. The deoxygenation rate coefficient is 0.22/day, and the reaeration rate coefficient is 0.9/day. The river is flowing at 10 miles/day. There are no other sources of BOD in the river. A. Find the critical distance downstream at which DO is at a minimum. B. Find the minimum DO.arrow_forwardA lagoon with volume 1,300 m3 has been receiving a steady flow of a non-conservative waste (rate constant= 0.19/day) at a rate of 80 m3/day for a long enough time to assume that steady-state conditions apply. The waste entering the lagoon has a concentration of 12 mg/L. A. What would be the concentration of pollutant in the effluent leaving the lagoon? B. If the input waste concentration suddenly increased to 110 mg/L, what would the concentration in the effluent be 8 days later?arrow_forwardA lagoon with volume 1,300 m3 has been receiving a steady flow of a non-conservative waste (rate constant= 0.19/day) at a rate of 80 m3/day for a long enough time to assume that steady-state conditions apply. The waste entering the lagoon has a concentration of 12 mg/L. A. What would be the concentration of pollutant in the effluent leaving the lagoon? B. If the input waste concentration suddenly increased to 110 mg/L, what would the concentration in the effluent be 8 days later?arrow_forward
- For the gravity concrete dam shown in the figure, The following data are available: (20 Pts.) -Unit weight of concrete (Yconc) = 2.4 ton/m³ -Vertical down ward earth quake factor (Kv) = 0.1 -Neglect Wave pressure, silt pressure and ice force -The wind velocity (V) = 45 Km/hr -Straight length of water expanse (F) = 75 Km, μ= 0.7 Solve on paper with table Find factor of safety against sliding and overturning (F.Sslid & F.Sover) H=70m 3hw 8m 0 80 50arrow_forwardTwo plates are welded as shown. The plates are 15mm thick and 400mm wide.Fu=550MPa. Assume that the max size of weld is 1.8mm less than the thickness of plate allowable shear stress 0.3Fu. 1. Find the maximum size of fillet weld.a. 8.8mmb. 9.3mmc. 12.4mmd. 13.2mm 2. Compute the effective area of welda. 5261mmb. 7467mm?c. 7014mm?d. 4978 mm? 3. Find the safe value of P in kNa. 1232.06kNb. 821.37kN c. 1157.31kN d. 868.07kNarrow_forwardHow to determine horizontal displacement of a framearrow_forward
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