Simplified Design for Two-Way Slabs - Simplified Design of Reinforced Concrete Buildings - page 118

0.2

β= 1, 2

0.19

0.18

0.17

0.16

3

0.15

4

0.14

5

0.13

6

7

8

0.12

10

0.11

15
20

0.1

5 15 25 35 45 55 65 75 85 95

b o /d

Figure 4-14 Two-Way Shear Strength of Slabs, Edge Column ( α s = 30)