an angle bar 100x100x11 mm tension member is connected with 20-mm-dia bolts as shown in the fig. both legs of the angles are connected. use fy=248 MPa and Fu=400 MPa. 1. determine the nominal strength for tensile yielding in the gross section. a. 515.59 kN b. 429.67 kN c. 545.60 kN d. 390.10 kN 2. determine the effective net area of member a. 1573 mm^2 b. 1632 mm^2 c. 1605 mm^2
an angle bar 100x100x11 mm tension member is connected with 20-mm-dia bolts as shown in the fig. both legs of the angles are connected. use fy=248 MPa and Fu=400 MPa. 1. determine the nominal strength for tensile yielding in the gross section. a. 515.59 kN b. 429.67 kN c. 545.60 kN d. 390.10 kN 2. determine the effective net area of member a. 1573 mm^2 b. 1632 mm^2 c. 1605 mm^2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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an angle bar 100x100x11 mm tension member is connected with 20-mm-dia bolts as shown in the fig. both legs of the angles are connected. use fy=248 MPa and Fu=400 MPa.
1. determine the nominal strength for tensile yielding in the gross section.
a. 515.59 kN
b. 429.67 kN
c. 545.60 kN
d. 390.10 kN
2. determine the effective net area of member
a. 1573 mm^2
b. 1632 mm^2
c. 1605 mm^2
d. 1815 mm^2
3. determine the nominal strength for tensile rupture in the net area.
a. 642 kN
b. 730 kN
c. 554 kN
d. 650 kN
Transcribed Image Text:63.5 mm
6 @ 50 mm
63.5 mm
ㅇ
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