Cold-Formed Steel: Post-Tension Information

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Post-Tension Information

See infomation below.

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Detail 1 When installed on a raised curb, use 6" Stemwall installation and loads (rebar required)


Detail 2 Post Tension Cable Placement Corner Installation (no rebar required)		Top View of Post Tension Cable Placement

Minimum concrete strength is 2500 psi.
Post-tension steel is minimum 1/2" diameter, 7-wire, low-relaxation strand in accordance with ASTM A416, Grade 270 ksi, with a guaranteed ultimate strength of 41.3 k.
Anchorage is monostrand-type anchor system with current ICC approval using a ductile iron casting of at least 2.25" x 4.5" of bearing and reusable pocket formers on all stressing ends.
It is the designer's responsibility to provide reinforcement to tie cold-joints and to resist bending stresses in the foundation due to anchor uplift.
Tabulated loads are governed by tests and may not be increased. Refer to Steel Stress Increase for additional information.
Load at (100) for S/HPAHD attaching to 33 mil (20 ga) CFS the allowable load is 4420 lbs.

					Legacy Reports
	IAPMO ES ER	ICC-ES ESR	CITY OF LOS ANGELES	STATE OF FLORIDA	ICC-ES NER	ICC-ES ER	ICC-ES ES
S/HPAHD22				FL9601		ER-5275
S/STHD8	No code listing. Please contact us for test data.
STHD10				FL503 / FL9601		ER-5275 / ER-5349
STHD10RJ				FL503 / FL9601		ER-5349
STHD8RJ				FL503 / FL9601		ER-5349