A slab panel of a building is to be designed to carry its self-weight and live load of 2.5 kN/m². Based on standard desi

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A slab panel of a building is to be designed to carry its self-weight and live load of 2.5 kN/m². Based on standard desi

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A Slab Panel Of A Building Is To Be Designed To Carry Its Self Weight And Live Load Of 2 5 Kn M Based On Standard Desi 1
A Slab Panel Of A Building Is To Be Designed To Carry Its Self Weight And Live Load Of 2 5 Kn M Based On Standard Desi 1 (20.45 KiB) Viewed 34 times
A Slab Panel Of A Building Is To Be Designed To Carry Its Self Weight And Live Load Of 2 5 Kn M Based On Standard Desi 2
A Slab Panel Of A Building Is To Be Designed To Carry Its Self Weight And Live Load Of 2 5 Kn M Based On Standard Desi 2 (8.5 KiB) Viewed 34 times
A slab panel of a building is to be designed to carry its self-weight and live load of 2.5 kN/m². Based on standard design code, the floor building is constructed based on 2 hours fire resistance under XO exposure class. Given, strength for concrete and steel are as follow; fck=30 N/mm² and fyk-500 N/mm². 5.0m -5.2m- PANEL 1 Figure 1
c) It is important to ensure the ultimate shear force, Ved is less than the shear strength of unreinforced section, VRdc. Based on the critical span, check the shear adequacy and conclude your answer. (PLO3, CLO3) (10 marks)
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