Cold-Formed Steel Slotted Track is designed for use at the head of wall to protect the integrity of walls during building movements by absorbing vertical movement caused by expansion and contraction, wind forces and seismic events. Walls are positively secured to both flanges of the stud, for greater load resistance and protection from lateral movement while allowing vertical deflection of a structure. Slotted Track by MarinoWARE is used at the head of wall and can absorb up to 1″ of total vertical movement while providing a positive attachment for wall framing. The positive attachment allows for greater load resistance with thinner gauges of material. This durable product is formed from only prime steel conforming to applicable ASTM requirements. |
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Material:
25 GAUGE (G40):
Web: 2-1/2' – 6', Leg: 2-1/2' (1-1/2' slot)20 GAUGE (G60 33 MIL STR):
Web 2-1/2' – 8', Leg: 2-1/2' (1-1/2' slot)
Web 2-1/2' – 8', Leg: 3' (2' slot)
Web 2-1/2' – 8', Leg: 3-1/2' (2-1/2' slot)20 GAUGE (G40 30 MIL DW):
Web 2-1/2' – 6', Leg: 2-1/2' (1-1/2' slot)
Web 2-1/2' – 6', Leg: 3' (2' slot)
Web 2-1/2' – 6', Leg: 3-1/2' (2-1/2' slot)Vmware fusion 3 1 3 (416484) intelkg download free. 18 GAUGE (G60):
Web: 2-1/2' – 10', Leg 2-1/2' (1-1/2' slot)
Web: 6″ – 8″, Leg 3″ (2″ slot)
Web: 6″ – 8″, Leg 3-1/2″ (2-1/2″ Slot)16 GAUGE (G60):
Web: 2-1/2' – 10', Leg 2-1/2' (1-1/2' slot)
Web: 6″ – 8″, Leg 3″ (2″ slot)
Web: 6″ – 8″, Leg 3-1/2″ (2-1/2″ Slot)14 GAUGE (G60):
Web: 2-1/2' – 10', Leg 2-1/2' (1-1/2' slot)Approvals: UL 2079 Compliant
Quark download. ASTM E 119, ASTM 3 814, ASTM E 1966, ULCS115-M95
- One-piece design
- Positive attachment to framing
- Absorbs vertical deflection
- Simple Installation and Reduced Labor Time
- #8 Wafer Head Self Tapping for 25 & 20 gauge (DW), #10 Wafer Head Self Tapping for 20 (STR), 18,16 & 14 gauge.
Angle iron is a construction material constructed using a piece of structural iron or steel with the 'L' shaped cross section. It can be otherwise called as angle, angle bar, L bar, L beam. Use our online angle iron deflection calculator to calculate deflection for center load beam type by entering the modulus of elasticity of the iron(steel), load on beam, length of beam, moment of inertia of the L cross section of beam and choosing the support type as support or fixed at both ends.
Calculate Deflection for Center Load Beam Type
AAMA TIR-11 establishes a deflection limit of L/175 for spans less than 13 feet 6 inches and L/240 + ¼ inch for spans greater than that. The additional ¼ inch provides for a smooth transition between the L/175 criteria below 13 feet 6 inches, and the L/240 + ¼ inch criteria above it. Specifically: L = 13 feet 6 inches = 162 inches.
Deflection 5 8 16 X
- Slotted Deflection Track. For superior control of head-of-wall lateral deflection and axial rotation; Studco's Rapid Track slotted deflection track is a dynamic solution to interior and external walls that require heavy weight loading or are subjected to dynamic wind loads. Rapid Track gives the top of the steel stud wall the ability to float.
- P2000 1.79 228 15.2 16.9 P2001 3.63 462 23.8 16.9 P2001C3 5.46 695 23.8 24.5 ea of Mass Section Part No. Kg/m mm2 Axis XX Axis YY r 106mm4 103mm3 106mm4 10 3mm mm ab Section. Note: l - Moment of Inertia Z - Section Modulus r - Radius of Gyration Note: ab Section. P2000 5.56 P2001 38.39 P2001C3 59.16 P2000 5.46 P2001 31.77 P2001C3 58.18 P2000 4.
Angle iron is a construction material constructed using a piece of structural iron or steel with the 'L' shaped cross section. It can be otherwise called as angle, angle bar, L bar, L beam. Use our online angle iron deflection calculator to calculate deflection for center load beam type by entering the modulus of elasticity of the iron(steel), load on beam, length of beam, moment of inertia of the L cross section of beam and choosing the support type as support or fixed at both ends.
Formula:
Support at both ends:d = (w × L3) / (48 × E × I)Fixed at both ends:d = (w × L3) / (192 × E × I)Where,d = Deflectionw = Load on BeamL= Length of BeamE = Modulus of Elasticity of the Iron(Steel)I = Moment of Inertia of the 'L' Cross Section of BeamExample:
Calculate angle iron deflection of a beam fixed at both the ends with modulus of elasticity as 25 lb/inch2 for a load of 500 lb, length of 12 inch and moment of inertia of the L cross section of beam as 18 inch4.
Solution:
Solution:
Deflection for Center Load Beam Type = (500 × 123) / (192 × 25 × 18)
= 40 inch
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Deflection 5 8 160
