By American Institute of Steel Construction
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Additional resources for Design Guide 5: Design of Low- and Medium-Rise Steel Buildings
Sample text
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. 36 © 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. ) Spandrel Beam Loads Try W24x55 A36 For Wind-Gravity Loading Design Loads Gravity Girder Moment for Wind Load 37 © 2003 by American Institute of Steel Construction, Inc.
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. ) Column Trial Sections Corner Col. Typ. Col. Floor Stiff. Avg. I Sect. I Sect. Roof Girder Stiff. 47 494 Sect. 94 14x48 9 43 © 2003 by American Institute of Steel Construction, Inc. All rights reserved.
All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher. ) Spandrel Beam Loads Try W24x55 A36 For Wind-Gravity Loading Design Loads Gravity Girder Moment for Wind Load 37 © 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. 71 64 100 136 172 207 242 211 312 347 * Loads shown in kips 38 © 2003 by American Institute of Steel Construction, Inc.