? A- 0.5m² (zero point five)Az= 0. 3 m (tero pont three)A: 0.5m (zew pant five)V,s 10 mls (ten)Vga 15 m/s (fitten)The How issteny NVz = 5 mls (five)P= to00 k (ore thannd)what should be Hhe flow nte at 4?Au= 0.2 m² (Zeo point two)Hint: flow rete is 8not ūA= m²/Fd flow ate (go3)t u?/

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A= 0:5m² (zero point five) Az= 0. 3 m (tero point three) Ag: 0.5m (zero pant five) V,s 10 mls (tn) Vga 15 m/s (fitten) V2 = 5 mls (fire) P= do00 k (ore thasnd) what shoold k Hhe flow nte at4? The How is stealy incerpreste 2 个 Au= 0.2 m² (Zeo point two) Hint: flow g ot ? 9- % V= Asm² Ed dow ate (9-)at 4? rete is と

A= 0:5m² (zero point five) Az= 0. 3 m (tero point three) Ag: 0.5m (zero pant five) V,s 10 mls (tn) Vga 15 m/s (fitten) V2 = 5 mls (fire) P= do00 k (ore thasnd) what shoold k Hhe flow nte at4? The How is stealy incerpreste 2 个 Au= 0.2 m² (Zeo point two) Hint: flow g ot ? 9- % V= Asm² Ed dow ate (9-)at 4? rete is と

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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