Connection design 18 4.
Steel roof bracing detail.
Braced steel frame trinity square gateshead.
The steeler slotted stud is innovative and economical as it can be used in combination with track to form both non load bearing and wind load bearing walls.
Main member design 13 2.
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Cad details document name pdf dwg download all cad construction details 37 1 mb 3 4 mb mc01 identification of roof areas 694 kb 167 kb mc01a single layer underlayment 678 kb 302 kb mc01b double layer underlayment 711 kb 322 kb mc02 vent pipe flashing 626 kb 349 kb mc03 valley.
Engineering calculations 22 b.
Secondary member design 17 3.
Steel framing members are formed in a process called roll forming by passing sheet steel through a series of rollers to form the bends that make the shape e g.
Roof pitch the metal roofing panels shown in this manual require a mini mum slope of 2 per foot to ensure proper drainage.
It includes a 2 1 4 slot which allows for up to a 2 vertical deflection and is ul fire rated.
Depending on the design of the trusses you re making any number of bracing joints will be necessary.
Refer to the rain carrying table in this booklet for the maximum allowable panel length per.
Eave w fascia detail.
Detail drawings 28 4.
Steel deck w iso details.
Eave detail w gutter 2.
Erection drawings 26 3.
The web flanges and lips of a stud or c shape.
In braced construction beams and columns are designed under vertical load only assuming the bracing system carries all lateral loads.
Advanced bill of material 24 2.
Eave detail w gutter 1.
10 0 anchor bolt details 11 1 frame details see nbg certified details 11 2 purlin girt details 11 3 bracing details 11 4 nucor classic roof details 11 5 wall sheeting details 11 6 nucor cfr details 11 7 nucor vr16 ii details 11 8 insulated roof panel details 11 9 insulated wall panel details.
Bracing which provides stability and resists lateral loads may be from diagonal steel members or from a concrete core.
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The steel process from design through erection 10 a.
Introduction to steel design and construction 8 ii.
Roof failures are often observed on areas of the building where wind pressures are concentrated.
The trim and roofing sheet should be fastened every 12 to 24 inches along the gable edge.
Headwall detail w receiver.