EC 530 test 22.06.19_1.pdf + C X O. FC561 Course informatio X 0 x 1. EC561 Introduction to En x B 2. EC561 ENV & WASTEWA

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Ec 530 Test 22 06 19 1 Pdf C X O Fc561 Course Informatio X 0 X 1 Ec561 Introduction To En X B 2 Ec561 Env Wastewa 1 (199.91 KiB) Viewed 11 times

EC 530 test 22.06.19_1.pdf + C X O. FC561 Course informatio X 0 x 1. EC561 Introduction to En x B 2. EC561 ENV & WASTEWA a file:///F:/STH%20YEARX201 x Introduction to Environmer x X F x File C:/Users/Nawa%20Nawa%20r/Downloads/EC%20530%20test%20%2022.06.19_1.pdf To 6 1 of 1 Q D Page view A Read aloud Add text 6 03 Effective width 175 + 2 Question 1 The span lengths of a three-span continuous beam ABCD are: exterior spans AB and CD, 8 m each; interior span BC, 10 m. The characteristic dead load Gk (inclusive of self-weight) is 36 kNim and the characteristic imposed load Q is 45 kN/m. The beam has a uniform rectangular section of width b = 350 mm, and the effective depth d may be taken as 800 mm. If f = 40 N/mm2, =460 N/mm2 r = 250 N/mm, and if the longitudinal reinforcement is as in the Figure below, design the shear reinforcement for span AB 3000 3000 r2732-1 2T16-4 2132-2 2112 Tora 375 Midspan? 325 lal Gross dimensions 800 Question 3 T52-3 8000 350 350 Question 2 Figure 4.11-1 shows the L-shaped cross-section of an edge bear in a typical floor of a multistorey framed building. The dimensions 375 by 325 mm in Fig below and the effective depths 320 and 325 mm in have been obtained from a preliminary analysis and member sizing. The beam is continuous over many equal spans of 5500 mm each Check the adequacy of the concrete section and design the reinforcement for an interior span. The design information is given below. The floor slab of a building shown below is supported by beams at each grid line. The construction is monolithic and the panels are continuous at the interior supports. Floor finishes are 1.0kN/m2 and the imposed load is 5.0kN/m2. The exposure conditions are mild, period of fire resistance is 1 hour. Concrete is grade c3and the steel is Grade 460. +7200 7200 7200 moderate Self 1hour 15.62 kN/m weight? Exposure condition Fire resistance Characteristic dead load gk (inclusive of self-weight) Characteristic imposed load qk Characteristic strengths Concrete Reinforcement 1, (main bars) fr (links) 4.13 kN/m co 40N/mm 460N/mm2 250Nimm Design the interior slab (with all edges continuous), provide for all the necessary checks Type here to search OE 19 A R x NO A 12:00 am 18/05/2022