please need answer thank you Determine if the beam is adequate to carry the loads with respect to shear. Check in LRFD only.Fy=50 ksiAg=16.2 in^2d=20.8inYk1=0.8125k=1.02I tf=0.522tw=0.375intf=0.522 ink=1.02 ind=20.8wlVтах —-tw=0.375bf=8.22WDL=2.0 k/ft (inc. beam wt)WL= 4.0 k/ftA992 W21X5520' 1. Determine the Demand Shear Load in kips?Round your answer to 0 decimal places.2. Determine the Shear Capacity in kipsRound your answer to 2 decimal places.3. Determine the DEMAND CAPACITY RATIO (DCR)Dound voLIr ancwor to 3 docimal placos

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Determine if the beam is adequate to carry the loads with respect to shear. Check in LRFD only. Fy=50 ksi Ag=16.2 in^2 d=20.8in Y k1=0.8125 k=1.02 I tf=0.522 tw=0.375in tf=0.522 in k=1.02 in d=20.8 wl Vтах — -tw=0.375 bf=8.22 WDL=2.0 k/ft (inc. beam wt) WL= 4.0 k/ft A992 W21X55 20'

Determine if the beam is adequate to carry the loads with respect to shear. Check in LRFD only. Fy=50 ksi Ag=16.2 in^2 d=20.8in Y k1=0.8125 k=1.02 I tf=0.522 tw=0.375in tf=0.522 in k=1.02 in d=20.8 wl Vтах — -tw=0.375 bf=8.22 WDL=2.0 k/ft (inc. beam wt) WL= 4.0 k/ft A992 W21X55 20'

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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please need answer thank you

Determine if the beam is adequate to carry the loads with respect to shear. Check in LRFD only.
Fy=50 ksi
Ag=16.2 in^2
d=20.8in
Y
k1=0.8125
k=1.02
I tf=0.522
tw=0.375in
tf=0.522 in
k=1.02 in
d=20.8
wl
Vтах —
-tw=0.375
bf=8.22
WDL=2.0 k/ft (inc. beam wt)
WL= 4.0 k/ft
A992 W21X55
20'

1. Determine the Demand Shear Load in kips?
Round your answer to 0 decimal places.
2. Determine the Shear Capacity in kips
Round your answer to 2 decimal places.
3. Determine the DEMAND CAPACITY RATIO (DCR)
Dound voLIr ancwor to 3 docimal placos

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