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ASCE (civil) Code Issues

(7083 members)
forum176 - Professional forum and technical support for engineers for ASCE (civil) Code Issues. Includes problem solving collaboration tools.

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 dozer (Structural)
0 replies
(22 Oct 10)
22 Oct 10

Topographic effects on tiered site

 eit09 (Civil/Environmental)
4 replies
(29 Sep 10)
1 Oct 10

Wind Loads on Open Structures

 Corey7320 (Structural)
3 replies
(23 Aug 10)
25 Aug 10

ASCE 7-05 Gust Effect Factor - Flexible structures

 brut3 (Structural)
6 replies
(20 Jul 10)
14 Aug 10

0.7 Reduction in C & C Pressures for Deflection Calcs

 jenofstructures (Civil/Environmental)
0 replies
(11 Aug 10)
11 Aug 10

inquiry on ASCE 7-05 eq.12.8-15

 msucog (Civil/Environmental)
12 replies
(26 Dec 09)
9 Jul 10

ASCE 7-10

 sklev (Structural)
7 replies
(24 May 10)
25 May 10

ASCE-07 Section 12.4.2.1 - Determination of QE

 SteveGregory (Structural)
0 replies
(18 May 10)
18 May 10

ASCE 7 Seismic Forces for anchoring AHU equipment

 mjs611 (Structural)
1 replies
(3 May 10)
13 May 10

Wind Load on Open Buildings

 jenofstructures (Civil/Environmental)
2 replies
(12 May 10)
12 May 10

ASCE 05 fig.6-10

 dozer (Structural)
0 replies
(27 Apr 10)
27 Apr 10

Wind on horizontal vessel

 deadeye58 (Civil/Environmental)
11 replies
(31 Mar 10)
21 Apr 10

Civil Engineering PE designation

 hdn32 (Structural)
2 replies
(6 Apr 10)
7 Apr 10

Wind Zones in ASCE7-05 Figure 6-2

 scotton (Structural)
3 replies
(25 Mar 10)
28 Mar 10

Steel column and baseplate with neoprene pad

 structuralgh (Structural)
1 replies
(17 Mar 10)
17 Mar 10

Outdoor Baggage Conveyor Wind Uplift?

 tcapes (Structural)
1 replies
(15 Mar 10)
17 Mar 10

ASCE 7 wind load on roof with angle greater than 45 degrees

 Koda01 (Structural)
1 replies
(3 Mar 10)
3 Mar 10

Gust effect factor ASCE 7-05

 swm25 (Structural)
1 replies
(4 Feb 10)
5 Feb 10

ASCE 7-05 Section 15.7.6

 tpmanzi (Structural)
1 replies
(7 Jan 10)
7 Jan 10

ASCE 7-05 Define Corner as it pertains to wind loads

 qz3bwj (Mechanical)
3 replies
(29 Oct 09)
19 Nov 09

ASCE 7-05 13.3.1 Seismic Design Force - z/h Question

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