Goltilabar The Contractor is responsible for proper field assembly. Wood blocking or specially designed slotted metal clips can be used to 3b the Truss in alignment and allow for this movement. Temporary Diagonal Bracing repeated entire length of Building. Failure to install the proper restraint and Bracing will greatly increase the probability of Truss performance problems or an accident resulting in property damage, personal injury or death. Seek professional guidance if anything is unclear. The Gable End Trusses are stabilized against rollover by connecting the Top and Bottom Chords to the end wall columns or engineered Bracing system.
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Please always consult a Registered Design Professional. CLR splice reinforcement Diagonal bracing. Attach to each truss. Truss Member 3 Lateral restraint and diagonal bracing used to brace the bottom chord plane. Plano de la cuerda superior 2. Plano de la cuerda inferior 3. Attach the diagonal brace as close to the top and bottom chords as possible and to each web it crosses.
Repita cada 20 pies 6. This restraint and bracing is typically specified by the building designer. Note: CLR can be installed on either side of Member. Individual member web reinforcement.
Restrinja y arriostre con, A. Refuerzo de miembros secundarios individuales. Sujete a cada truss. Using a flat bottom chord gable end frame with adjacent trusses that have sloped bottom chords is prohibited by some building codes as adequate bracing of this condition is difficult and sometimes impossible.
Special end wall bracing design considerations are required by the building designer if the gable end frame profile does not match the adjacent trusses. The same bracing can often be used for both functions.
A menudo el mismo arriostre puede ser usado para ambos funciones. Structural sheathing 1. Top chord plane 2. Bottom chord plane 3. Web member plane Note: Some chord and web members not shown for clarity. Attach to CLR with minimum d 0. T-, L-, costra, I-, U-Refuerzo, refuerzo de metal patentando y productos de miembros secundarios amontonados proveen una alternativa para resistir el torcer de los miembros secundarios. Trusses with clear spans of 60 feet Please always consult a registered design professional.
Horizontal L- reinforcement designer to help stabilize the truss system and minimize the lateral movement due to wind and seismic loads.
Locate in line with bottom chord permanent CLR or as specified by the building designer. To view a non-printing PDF of this document, visit sbcindustry.
Para ver un PDF de este documento que no se puede imprimir, visita sbcindustry. Lee St. All rights reserved. This guide or any part thereof may not be reproduced in any form without the written permission of the publishers. This document should appear in more than one color. Printed in the United States of America. B3 Documentos relacionados.
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