The figure below shows a connection between two members. Both the W12x87 and the 3/8″ plate can be..
The figure below shows a connection between two members. Both the W12x87 and the 3/8″ plate can be considered as tension members. All of the questions relate to this figure. -A992 W12x87 3/8″ A36 Plate 7/8″ A490 bolts 2″ фт, 3″ 3″ 2″ H 9 Spaces at 1″=13%” Identify all valid net section fracture paths. А В CD EF 11 11 11 11 G H I J KL Which of the following best describes the concept of shear lag? There are shear stresses in every structural member and these shear stresses use up some of the section capacity and therefore reduce the tension strength of the member. Tension stresses spread out from the connection over the full section, but a portion of the section is not fully participating in resisting tension stresses at the net section fracture plane. . There is a lag between the instant in time when a member experiences maximum tension stresses on the gross section and the time when the member experiences maximum tension stresses for net section fracture which causes a reduction in strength. Which of the following options is closest to the value of the shear lag factor, U, for the 3/8″ plate? O U=0.60 O U=0.70 OU=0.75 O U=0.80 U OU=0.85 O U= U=0.90 OU=0.95 OU=1. May 05 2022 06:29 PM
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