Serviceability - Design of Reinforced Concrete - page 179

Problem 6.23 ( Ans. 10.46 mm)

2 @ 150 mm

100 mm 100 mm

65 mm
70 mm

100 mm

6 #29

L = 60 kN

D = 15 kN/m

900 mm

800 mm

5 m

500 mm

Problems 6.24 and 6.25 Do these beams meet the
maximum spacing requirements of the ACI Code if
f y 420 MPa?
Problem 6.24 The beam of Problem 6.21.

Problem 6.25 The beam of Problem 6.23 ( s 250 mm
150 mm).