he one-way continuous slab is to support the moments. Consider f’c 21MPa and fy= 275 MPa; Dead load moment 42 kN.m/m at midspan- 67 kN.m/m at supports : Liveload moment 40 kN.m/m at midspan and 44 kN.m/m at supports : Windload moment + 133 kN.m/m at supports. Calculate: 1.What is the maximum positive factored moment? 2. What is the maximum negative factoredmoment? 3. What is the minimum depth permitted with no compressive reinforcement is assume and using 12 mm diameter rebars?
he one-way continuous slab is to support the moments. Consider f’c 21MPa and fy= 275 MPa; Dead load moment 42 kN.m/m at midspan- 67 kN.m/m at supports : Liveload moment 40 kN.m/m at midspan and 44 kN.m/m at supports : Windload moment + 133 kN.m/m at supports. Calculate: 1.What is the maximum positive factored moment? 2. What is the maximum negative factoredmoment? 3. What is the minimum depth permitted with no compressive reinforcement is assume and using 12 mm diameter rebars?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The one-way continuous slab is to support the moments. Consider f’c 21MPa and fy= 275 MPa; Dead load moment 42 kN.m/m at midspan- 67 kN.m/m at supports : Liveload moment 40 kN.m/m at midspan and 44 kN.m/m at supports : Windload moment + 133 kN.m/m at supports. Calculate: 1.What is the maximum positive factored moment? 2. What is the maximum negative factoredmoment? 3. What is the minimum depth permitted with no compressive reinforcement is assume and using 12 mm diameter rebars?
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