Draft

14.4LateralDe
ections 255

Mem. Vert. Hor. Design

Values

-ve Moment 9.00 77.50 86.50

9 +ve Moment 16.00 0.00 16.00

Shear 5.00 7.75 12.75

-ve Moment 20.20 77.50 97.70

10 +ve Moment 36.00 0.00 36.00

Shear 7.50 5.17 12.67

-ve Moment 13.0 77.50 90.50

11 +ve Moment 23.00 0.00 23.00

Shear 6.00 6.46 12.46

-ve Moment 4.50 17.50 22.00

12 +ve Moment 8.00 0.00 8.00

Shear 2.50 1.75 4.25

-ve Moment 10.10 17.50 27.60

13 +ve Moment 18.00 0.00 18.00

Shear 3.75 1.17 4.92

-ve Moment 6.50 17.50 24.00

14 +ve Moment 11.50 0.00 11.50

Shear 3.00 1.46 4.46

Table14.2: GirdersCombinedApproximateVerticalandHorizontalLoads

14.4.1 ShortWall

39 In shortstructures(aswithshortbeams),shearde
ections,Fig. 14.23dominates. For a

²³²³²³²³²³²³²³²³²

²³²³²³²³²³²³²³²³²

²³²³²³²³²³²³²³²³²

²³²³²³²³²³²³²³²³²

²³²³²³²³²³²³²³²³²

́³ ́³ ́³ ́³ ́³ ́³ ́³ ́³ ́

́³ ́³ ́³ ́³ ́³ ́³ ́³ ́³ ́

́³ ́³ ́³ ́³ ́³ ́³ ́³ ́³ ́

́³ ́³ ́³ ́³ ́³ ́³ ́³ ́³ ́

́³ ́³ ́³ ́³ ́³ ́³ ́³ ́³ ́

h

D

WALL ELEVATION

V

Figure14.23:ShearDeformationin a ShortBuilding,(LinandStotesbury1981)

concentratedload



1 : 2 V h

GA

(14.40)

whereforconcreteandsteelG

2

5

E.