alt gro ctri AAngler Point C A-direction stress GOMPA y-direction otress negattue shear (tensron) (compredsion) 30 M Pa stren for polint C the determine the following for indicated 4 plane o the augle I.(30" 20,60). show all calculat ons Praw the orientatiO a of the stress block for this Gcenario .
alt gro ctri AAngler Point C A-direction stress GOMPA y-direction otress negattue shear (tensron) (compredsion) 30 M Pa stren for polint C the determine the following for indicated 4 plane o the augle I.(30" 20,60). show all calculat ons Praw the orientatiO a of the stress block for this Gcenario .
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
a
![ctri
Argler
Jyt
人
Bay
Point C
A-direction stress 6OMPG
y-direction st reas
otren
(tension)
40MPa [ compreduion)
30 MPa
negative shear
a) for
point C
the
determine the following for
61 the mdicated
y plane
ang le I.(30° 20
60°). Show all calculations
Draw
the orientatiO a of the stress block for
this
Gcenario](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F650cc1de-9b19-44c4-87ad-8f16a4708575%2Fe3e24b74-2130-4397-9fc1-431a8edab5a4%2F45y8p6i_processed.jpeg&w=3840&q=75)
Transcribed Image Text:ctri
Argler
Jyt
人
Bay
Point C
A-direction stress 6OMPG
y-direction st reas
otren
(tension)
40MPa [ compreduion)
30 MPa
negative shear
a) for
point C
the
determine the following for
61 the mdicated
y plane
ang le I.(30° 20
60°). Show all calculations
Draw
the orientatiO a of the stress block for
this
Gcenario
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