Scribd
Upload
240 views1 page

Aluminum Panel Load Tables

The document provides specifications for aluminum panels used in steel building design. It includes the thickness, weight, and load-bearing properties of Type A aluminum panels that are 0.7mm thick. Tables list allowable load limits for panels with spans of 1 to 3.5 meters, accounting for different load cases like dead and live loads, wind pressure, and the number of spans (1 to 3). Notes specify deflection limits and the aluminum alloy material properties.

Uploaded by

mohammed nafeth
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
240 views1 page

Aluminum Panel Load Tables

The document provides specifications for aluminum panels used in steel building design. It includes the thickness, weight, and load-bearing properties of Type A aluminum panels that are 0.7mm thick. Tables list allowable load limits for panels with spans of 1 to 3.5 meters, accounting for different load cases like dead and live loads, wind pressure, and the number of spans (1 to 3). Notes specify deflection limits and the aluminum alloy material properties.

Uploaded by

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

ZAMIL STEEL BUILDINGS

DESIGN MANUAL
PEB DIVISION 5. Secondary members design

5.1.1.2. Aluminum Panels

Aluminum panels have base material of aluminum and are available in one skin thickness of 0.7mm only.
Following are the load tables for available types ‘A’, ‘R’ and ‘S’ panel.

Table 5.7 - Type “A” Aluminum Panel

Panel Top in Compression Bottom in Compression Web Shear & Cripp.


Thickness Weight Area Ix Zx-Top Zx-Bott. Ma Ix Zx-Top Zx-Bott. Ma Va Pa
mm kg/m2 cm2 cm4 cm3 cm3 kN.m cm4 cm3 cm3 kN.m kN kN
0.70 2.47 8.90 6.15 3.64 7.61 0.35 5.61 3.44 5.55 0.33 11.91 6.27

Allowable loads in kN/m2


Panel Number
Thickness of Load Span in meters
mm Spans Case 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 3.50
D+L 1.81 0.93 0.54 0.34 0.23 0.16 0.12 0.09 0.07 0.04
1 WP 2.71 1.39 0.80 0.51 0.34 0.24 0.17 0.13 0.10 0.06
WS 2.47 1.27 0.73 0.46 0.31 0.22 0.16 0.12 0.09 0.06
D+L 2.64 1.69 1.17 0.81 0.55 0.38 0.28 0.21 0.16 0.10
0.70 2 WP 3.52 2.25 1.56 1.15 0.82 0.57 0.42 0.31 0.24 0.15
WS 3.73 2.39 1.66 1.11 0.75 0.52 0.38 0.29 0.22 0.14
D+L 3.30 1.75 1.01 0.64 0.43 0.30 0.22 0.16 0.13 0.08
3 WP 4.40 2.62 1.52 0.96 0.64 0.45 0.33 0.25 0.19 0.12
WS 4.67 2.39 1.38 0.87 0.58 0.41 0.30 0.22 0.17 0.11

Note: D+L = Dead + Live Load (Deflection limit Span/180)


WP = Wind Pressure (Deflection limit Span/120)
WS = Wind Pressure (Deflection limit Span/120)
2
Material conforming to Alloy Type AA 300 3H26 (Fy = 16.15 kN/cm ) or equivalent

DM 03.10.00 5-8

You might also like