2
Design Data Sheet CLIENT NAME HP P.W.D. B &R NALAGARH DISTT. -SOLAN PROJECT NAME BRIDGE OVER SIRSA NADI ON BADDI SITALPUR ROAD AT RD 1/338 AND KHERA NANOWAL ROAD AT RD 2/700. TYPE OF STRUCTURE 2 LANE OF IRC CLASS – A LOADING BEARING TYPE NORMAL SIESMIC PB GB GB3 PB GB GB3 VERTICAL LOAD/BRG. Max. Vertical Reaction (t) -- -- 370 -- -- 400 Min. Vertical Reaction (t) -- -- 290 -- -- 200 HORIZONTAL LOAD/ BRG. Longitudinal (t) 25 -- -- 215 -- -- Transverse (t) -- -- -- 110 110 -- LONGITUDINAL MOVEMENT + (MM) -- 42 42 -(MM) -- 22 22 TRANSVERSE MOVEMENT + (MM) -- -- 10 -(MM) -- -- 10 ROTATION (RADIANS) 0.01 0.01 0.01 PEDESTAL SIZE 800mm X800mm X300 mm( MinHt.) Grade Of Concrete Substructure M:35 Superstructure M:45 Designed As Per IRC : 83 ( Part -III) and latest MOST specifications. Remarks :- PB - Taking horizontal load only fixed in both direction GB - Taking horizontal load only Allowing movement in L-L only.

Design Data Sheet

Embed Size (px)

DESCRIPTION

Prestressing Material For Bridges

Citation preview

Page 1: Design Data Sheet

Design Data Sheet

CLIENT NAME HP P.W.D. B &R NALAGARH DISTT. -SOLANPROJECT NAME BRIDGE OVER SIRSA NADI ON BADDI SITALPUR ROAD AT RD 1/338 AND

KHERA NANOWAL ROAD AT RD 2/700.TYPE OF STRUCTURE 2 LANE OF IRC CLASS – A LOADINGBEARING TYPE NORMAL SIESMIC

PB GB GB3 PB GB GB3VERTICAL LOAD/BRG. Max. Vertical Reaction (t) -- -- 370 -- -- 400

Min. Vertical Reaction (t) -- -- 290 -- -- 200HORIZONTAL LOAD/ BRG. Longitudinal (t) 25 -- -- 215 -- --

Transverse (t) -- -- -- 110 110 --LONGITUDINAL MOVEMENT

+ (MM) -- 42 42-(MM) -- 22 22

TRANSVERSE MOVEMENT

+ (MM) -- -- 10-(MM) -- -- 10

ROTATION (RADIANS) 0.01 0.01 0.01PEDESTAL SIZE 800mm X800mm X300 mm( MinHt.)Grade Of Concrete Substructure M:35

Superstructure M:45Designed As Per IRC : 83 ( Part -III) and latest MOST specifications.

Remarks :- PB - Taking horizontal load only fixed in both direction GB - Taking horizontal load only Allowing movement in L-L only. GB3 - Allowing movement in all directions.

For LRC Builders Pvt Ltd