Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Compute the moment of inertia for the built up secion shown below about the strong axis only.arrow_forwardT1. Water at 27°C is being pumped through a water supply system illustrated in the figure from a sump at atmospheric pressure to a tank under a pressure of 60kPa. Galvanised steel pipe of 100mm diameter is used throughout, 2.5m length on the suction side and 80m length on the discharge side. The following fittings are used: Suction side: 2 unions k=0.05 (screwed), 1 lift foot valve-k=10.0 (with strainer), 1 standard elbow k=0.9. Delivery side: 1 transition (65-100mm) k=0.4, 1 glove valve k=12.5(half open), 16 unions k=0.05 (screwed), 2 standard elbows k=0.9, 1 gate valve k=0.2(fully open), 1 sudden enlargement k=1 (exit to tank). Determine the total system head for flow rates from 0 to 201/s in steps of 5 l/s. Hence, plot the system head curve. Assume a constant friction factor based upon a mean flow rate of 101/s. The dynamic viscosity of water at 27°C may be taken as 0.9x10-³ Pa.s). The relative roughness is 0.0015. elevation 10 m transition -globe valve +- elevation 3 m -elevation 1…arrow_forwardFor given problem, 150KN Tita B kzm-k 4m 4m D Find Support Reactions at 3 arad D.arrow_forward
- ضحعفمؤؤarrow_forwardFind reaction at support a&carrow_forwardA thin 6-ft-wide, right-angle gate with negligible mass is free to pivot about a frictionless hinge at point O, as shown in the figure below. The horizontal portion of the gate covers a 2-ft diameter drain pipe, which contains air at atmospheric pressure. Determine the minimum water depth, h, at which the gate will pivot to allow water to flow into the pipe. Width 6ft- Right-angle gate Hinge 39000 0. 4 ft Water 2ft-diameter pipearrow_forward
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