Simplified Design for Two-Way Slabs - Simplified Design of Reinforced Concrete Buildings - page 117

0.2

β= , 2 1

0.19

0.18

0.17

3

0.16

0.15

4

0.14

5

0.13

6

7

0.12 8

9
10

0.11

15
20

0.1

5 15 25 35 45 55 65 75 85 95

b o /d

Figure 4-13 Two-Way Shear Strength of Slabs, Interior Column ( α s = 40)