SITUATION. A fully continuous monolithic floor system consists of slab as shown. Use the ACI moment coefficient as provided by the code. -M (interior support)=- 12 +M (midspan) = 16 7.4000 34000 3 4000 30000 0000 3.4000 3.4000 3.0000 3.0000 Q Zoom image Design data: Live load= 4 kPa Floor finish= 1 kPa Ceiling load= 0.25 kPa fc'= 21 MPa fy= 276 MPa Use 12 mm diameter as main reinforcement. Use 10 mm diameter as secondary reinforcement. Using the minimum thickness of the slab, compute the maximum negative factored moment. 5.87 kN-m 7.83 kN-m O 10.06 kN-m 8.19 KN-m

SITUATION. A fully continuous monolithic floor system consists of slab as shown. Use the ACI moment coefficient as provided by the code. -M (interior support)=- 12 +M (midspan) = 16 7.4000 34000 3 4000 30000 0000 3.4000 3.4000 3.0000 3.0000 Q Zoom image Design data: Live load= 4 kPa Floor finish= 1 kPa Ceiling load= 0.25 kPa fc'= 21 MPa fy= 276 MPa Use 12 mm diameter as main reinforcement. Use 10 mm diameter as secondary reinforcement. Using the minimum thickness of the slab, compute the maximum negative factored moment. 5.87 kN-m 7.83 kN-m O 10.06 kN-m 8.19 KN-m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

17- O A) Omm B) 15 mm O 9 40 mm O D) 7.5 mm O E) 30 mm
please answer quickly
Convert 3eJ12 to rectangular form.
Draw M,N,T diagram
The two pictures are one question. The question concerns straight of material.
How to answer this?
(4) dz x2 + 1 xedy +
8+81 al 25 Ey Eg 1. What is the value of ybar from the 1-1 line [Select } 2. What is the value of centroldal MOI Ixx? Select J 3. What is the value of centroidal MOI lyy? [Select]
5. For the machine elements shown, locate the centroid. 12 mm 100 mm 62 mm 51 mn SS mm 12 mm 10 mm 55 mm 34 mm 45 mín
22
1025ft2 * 8ft = Convert answer to m3
Who instructs change under NEC?