By American Institute of Steel Construction

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4). 90 Vert Load 1639 1350 1235 1293 1293 1293 1293 1293 1293 1293 Sum of Vert Load 1639 2989 4224 5517 6810 8103 9396 10689 11982 13275 41 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. 16 42 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher.

I. 0025 radians 35 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. UNBRACED FRAME DESIGN Loads Typical filler beam:* From the LRFD Manual (pg. 4-23) try W16x26 Use W16x26 = 36 with twenty-six ¾-in. dia. studs. Typical girder: From the LRFD Manual (pg. 4-36) try W18x40 Use W18x40 = 50 ksi with forty-six ¾-in. dia. studs. * Note: Wet load strength and deflection calculations omitted for brevity.

Moment Conservatively take Composite Beam Design Use LRFD Composite Beam Tables, pages 4-36 and 4-49. 31 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. ) Check wet load strength. Assume const. 3 kip/ft* Use W18x35 = 50 ksi, thirty-four ¾-in. dia. studs. * Some provision should be made for construction live load. In this case 9K per bay has been assumed. 32 © 2003 by American Institute of Steel Construction, Inc.

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