P6.11-8. (a) Determine the moment of inertia I and the section modulus S for the modified beam. (Neglect the contri- bution of the weld area to these section properties.) (b) If the allowable shear flow for the weld beads is qallow = 400 kN/m, determine the maximum shear force, V, allowed for this modified section.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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This a mechanics of material question please show all steps so your approach is easily followed. Please show Free body diagram, what is given, and what the problem is asking for. Thank you
P6.11-8. (a) Determine the moment of inertia I and the
section modulus S for the modified beam. (Neglect the contri-
bution of the weld area to these section properties.) (b) If
the allowable shear flow for the weld beads is allow = 400
kN/m, determine the maximum shear force, V, allowed for
this modified section.
Transcribed Image Text:P6.11-8. (a) Determine the moment of inertia I and the section modulus S for the modified beam. (Neglect the contri- bution of the weld area to these section properties.) (b) If the allowable shear flow for the weld beads is allow = 400 kN/m, determine the maximum shear force, V, allowed for this modified section.
"Prob. 6.11-8. A W200 x 59 steel wide-flange beam is
strengthened and stiffened by the addition of 175 mm x 10
mm steel plates that are welded to the flanges of the wide-
flange beam by continuous fillet welds, as shown in Fig.
C
Cover plate
Fillet weld
Wide-flange beam
Fillet weld
Transcribed Image Text:"Prob. 6.11-8. A W200 x 59 steel wide-flange beam is strengthened and stiffened by the addition of 175 mm x 10 mm steel plates that are welded to the flanges of the wide- flange beam by continuous fillet welds, as shown in Fig. C Cover plate Fillet weld Wide-flange beam Fillet weld
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