ww ng sh # Figure 3b H Open Sa sa to spot the spac SA A 2 WAGENDEL JE Weg ze mag z ART 1 MALĀ, B ng mga may IV Pap ANALY

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Ww Ng Sh Figure 3b H Open Sa Sa To Spot The Spac Sa A 2 Wagendel Je Weg Ze Mag Z Art 1 Mala B Ng Mga May Iv Pap Analy 1 (29.9 KiB) Viewed 37 times

Ww Ng Sh Figure 3b H Open Sa Sa To Spot The Spac Sa A 2 Wagendel Je Weg Ze Mag Z Art 1 Mala B Ng Mga May Iv Pap Analy 2 (36.55 KiB) Viewed 37 times

Ww Ng Sh Figure 3b H Open Sa Sa To Spot The Spac Sa A 2 Wagendel Je Weg Ze Mag Z Art 1 Mala B Ng Mga May Iv Pap Analy 3 (36.55 KiB) Viewed 37 times

Ww Ng Sh Figure 3b H Open Sa Sa To Spot The Spac Sa A 2 Wagendel Je Weg Ze Mag Z Art 1 Mala B Ng Mga May Iv Pap Analy 4 (31.47 KiB) Viewed 37 times

Ww Ng Sh Figure 3b H Open Sa Sa To Spot The Spac Sa A 2 Wagendel Je Weg Ze Mag Z Art 1 Mala B Ng Mga May Iv Pap Analy 5 (31.47 KiB) Viewed 37 times

Ww Ng Sh Figure 3b H Open Sa Sa To Spot The Spac Sa A 2 Wagendel Je Weg Ze Mag Z Art 1 Mala B Ng Mga May Iv Pap Analy 6 (30.95 KiB) Viewed 37 times

The construction of a hall in Adelaide, South Australla uses timber framing. The frame system is shown in Figure 3b. For design, the top chords can be considered to have intermediate restraints only about the major axis at mid-height. The connections at the ends of the top
chords are through two (2) M12 bolts in 14mm diameter holes. The top chords have a cross-section of 140x45mm
and are o seasoned hardwood grade F14. The top chords are 4 5m lona
Analysis of the roof truss shows that the following unfactored axial compression loads are present in the top chord: a permanent load of 60KN and imposed action of 90kN considered as "loads of 5 months duration* due to use of truss in crane activities. Note that short-term
(Ws). long-term (4p) and combination factors (4c) can be taken as
zero
Determine it the top chords are suitable to support the applied loads considering that they support a tributary area of 18m2

Ww Ng Sh Figure 3b H Open Sa Sa To Spot The Spac Sa A 2 Wagendel Je Weg Ze Mag Z Art 1 Mala B Ng Mga May Iv Pap Analy 7 (30.95 KiB) Viewed 37 times

ww ng sh # Figure 3b H Open Sa sa to spot the spac SA A 2 WAGENDEL JE Weg ze mag z ART 1 MALĀ, B ng mga may IV Pap ANALYD Openis ma BANG) DIE PG 2 MA (5) many FIND
OLY QUESTION Arunyon at press ALT ALT IVS Paragraph 21 Thech have Ang t Op San sisat ve sempude met SANG ANDA Y pod 2 201 Figure 3b 12- k SHEL IX Dansf *******
10 QUESTION 14 p The construction of a hat in Addede, South Australa uses timber framing The tame sysis is shown in Figure 3b For design, the top chords can be comdood to have intermediate ninants only about the mar an onds of the top chords are through two (23 M12 bolts in in diameter holes The kop chords have a cross-section of 140mm and are of seasoned hardwood grade F14 The top chords are 45m Emd het The Anaty of the roof tuss shows that the following unfactored acal compression loads are present in the too chod a permanent load of SON and poned action of N comed ads of 5 months dunon due in une of tuns in crem Ne that shodem (long med and combesation factors (w) can be lakin a 200 Determine if the top chons are suitable to support the apped load considering that they support a sibutary ares of th Figure 3b Cd Svend dhe Cd Se Allar 1PC De Type here to search SAMSUNG
A QUEE Bay (54) ALT PALT IV graph where to search Op Sancia 10pt FRENG KUDED A PAPE pore dhe chords can be cette d gra och y apporta teutaly of the SANTOS W Figure 3b 19 1001 IN DIE SAMSUNG The conne DOR WPC O