Chapter 14, Problem 14.3P

Explain the difference between a Class A and Class B bulkhead

By using the yield line theory, determine the moment (m) for an isotropic reinforced concrete two-way slab shown in figure under a uniformly distributed load. Use segment Equilibrium method 2.5 A 7.0m c.g. ㄨˋ B 1 B A IA 2.5 2.0 + 2.5 5.0m

Given cross-classification data for the Jeffersonville Transportation Study Area in this table, develop the family of cross-classification curves. (Use high = $55,000; medium = $25,000; low = $15,000. Submit a file with a maximum size of 1 MB.) Choose File No file chosen This answer has not been graded yet. Determine the number of trips produced (by purpose) for a traffic zone containing 400 houses with an average household income of $35,000. 1610 HBW HBO Your response differs from the correct answer by more than 10%. Double check your calculations. trips 1791 NHB Your response differs from the correct answer by more than 10%. Double check your calculations. trips 1791 Your response differs from the correct answer by more than 10%. Double check your calculations. trips

2.Water is siphoned from a reservoir. Determine (a) the maximum flow rate that can be achieved without cavitation occurring in the piping system (all indicated points) and (b) the maximum elevation of the highest point of the piping system to avoid cavitation. D = 20 cm, and d = 8 cm. The minimum pressure to avoid cavitation in the pipes is Pmin = 2340 Pa (absolute) for T = 20 °C. Water density = 1000 kg/m³. ✓ (1) T=20 C (4)

3. Water flows steadily down the inclined pipe as shown. Determine (a) the difference in pressure pı-p2 and (b) the head loss between section (1) and section (2). Flow 5 ft Section (1) 6 in. 30°/ Section (2) 8 in. Mercury

1. Streams of water from two tanks impinges upon each other as shown. If viscous effects are negligible and point A is a stagnation point, determine the height h. Free ets Air 20 ft P₁ = 25 psi 8 ft

Prob. Design the dimensions (rectangular) and longitudinal reinforcements for the beans sham. Design the beams as SRBS. Given: fi= 21 MPa fy= 275 hPa X= 23.5 kaf. λ= 1.0

Please answer the following show me how to solve in your paper dont type thank you

Prob. Design the dimensions (rectangular) and longitudinal reinforcements for the beans sham. Design the beams as SRBS. Given: fi= 21 MPa fy= 275 hPa X= 23.5 kaf. λ= 1.0