Scribd
Upload
68 views3 pages

Deck Slab and T-Beam Load Analysis

This document contains load and moment calculations for the design of a deck slab and beam. It lists 14 load cases and provides the calculated moments under each load case for serviceability limit states (SLS) and ultimate limit states (ULS). It also includes information on the geometry of the structure such as the span length, slab area, and beam dimensions.

Uploaded by

Venkat Palli
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
68 views3 pages

Deck Slab and T-Beam Load Analysis

This document contains load and moment calculations for the design of a deck slab and beam. It lists 14 load cases and provides the calculated moments under each load case for serviceability limit states (SLS) and ultimate limit states (ULS). It also includes information on the geometry of the structure such as the span length, slab area, and beam dimensions.

Uploaded by

Venkat Palli
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
You are on page 1/ 3

DECK SLAB AND BE

TBEAM
SNO LOAD BM(SAG) BM(HOG) SLS1 SLS2 SLS3 ULS1

1 SELF 2.28E+04 3.41E+04 1.0 1.0 1.0 1.4

2 SDL-FIX 2.41E+03 4.00E+03 1.0 1.0 1.0 1.4

3 SDL-VARY 2.41E+03 3.12E+03 1.2 1.2 1.2 1.8

4 UNI TEMP-RISE 1.93E+03 6.20E+02 0.0 1.0 0.6 0.0

5 UNI TEMP-FALL -1.27E+03 -2.30E+03 0.0 1.0 0.6 0.0

6 BRAKING -7.85E+02 7.85E+02 1.0 0.8 1.0 0.0

7 LL-max case 7.80E+03 9.35E+04 1.0 0.8 1.0 0.0

8 GRAD-TEMP RISE -1.92 -0.86 0.0 0.8 0.0

9 GRAD-TEMP FALL 0.1 1.91 0.0 0.8 0.0

10

11

12

13

14

CREEP SHRINKAGE
U 10.2 m
Ac 2.3375 sqm

2Ac/U 0.4583333333 m
Fcm 45 Mpa
DECK SLAB AND BEAM FORCES
FACTORED MOMENTS
ULS2 ULS3 ULS4 SLS1 SLS2 SLS3 ULS1 ULS2 ULS3 ULS4

1.4 1.4 1.4 2.28E+04 2.28E+04 2.28E+04 3.08E+04 3.08E+04 3.08E+04 3.08E+04

1.4 1.4 1.4 2.41E+03 2.41E+03 2.41E+03 3.25E+03 3.25E+03 3.25E+03 3.25E+03

1.8 1.8 1.8 2.89E+03 2.89E+03 2.89E+03 4.22E+03 4.22E+03 4.22E+03 4.22E+03

0.0 0.9 1.5 0.00E+00 2.41E+03 1.45E+03 0.00E+00 0.00E+00 2.17E+03 3.62E+03

0.0 0.9 1.5 0.00E+00 2.41E+03 1.45E+03 0.00E+00 0.00E+00 2.17E+03 3.62E+03

0.0 1.5 1.2 2.41E+03 1.81E+03 2.41E+03 0.00E+00 0.00E+00 3.62E+03 2.77E+03

1.8 1.5 1.2 2.41E+03 1.81E+03 2.41E+03 0.00E+00 4.22E+03 3.62E+03 2.77E+03

SUM 3.29E+04 3.65E+04 3.58E+04 3.83E+04 4.25E+04 4.98E+04 5.10E+04

0.0 0.9 1.5

0.0 0.9 1.5

h 2.0 m

h1=0.3h 0.6 0.15 17.8 h1=h4=0.2h

h2=0.3h 0.6 0.25

h3=0.3h 0.6 0.15 h2=h3=0.25h


0.25 m

2=h3=0.25h 0.25 m

You might also like