FIl-1. Determine the minimum dimension a to the nearestFII-4. Determine the minimum dimension h to the nearestmm of the beam's cross section to safely support the load.The wood has an allowable normal stress of atow- 10 MPaand an allowable shear stress of Talow -1 MPa.in. of the beam's cross section to safely support the koad.The wood has an allowable normal stress of ale 2 ksi andan allowable shear stress of Tatow - 200 psi.1.5 kip/ft6kN6kN2aFIl-1FII-4FIl-2. Determine the minimum diameter d to the nearestin. of the rod to safely support the load. The rod is made ofa material having an allowable normal stress of o- 20 ksiand an allowable shear stress of rh - 10 ksi.F1l-5. Determine the minimum dimension b to the nearestmm of the beam's cross section to safely support the load.The wood has an allowable normal stress of oow- 12 MPaand an allowable shear stress of Tlow - 1.5 MPa.3 kip ft50 kN5 kN-m5 kN-m-15 ft-1.5 ft3kipm--1 mFII-2FIl-3. Determine the minimum dimension a to the nearestmm of the beam's cross section to safely support the koad.The wood has an allowable normal stress of ooe - 12 MPaand an allowable shear stress of 7ow - 1.5 MPa.Fl1-515 kNF11-6. Select the lightest W410-shaped section that cansafely support the load. The beam is made of steel havingan allowable normal stress of olow - 150 MPa and anallowable shear stress of w 75 MPa.0.5 m1m150 kN2mFII-3FIl-6

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FII-L. Determine the minimum dimension a to the nearest mm of the beam's cross section to safely support the load. The wood has an allowable normal stress of - 10 MPa and an allowable shear stress of Ta -I MPa. AN

FII-L. Determine the minimum dimension a to the nearest mm of the beam's cross section to safely support the load. The wood has an allowable normal stress of - 10 MPa and an allowable shear stress of Ta -I MPa. AN

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

100%

FIl-1. Determine the minimum dimension a to the nearest
FII-4. Determine the minimum dimension h to the nearest
mm of the beam's cross section to safely support the load.
The wood has an allowable normal stress of atow- 10 MPa
and an allowable shear stress of Talow -1 MPa.
in. of the beam's cross section to safely support the koad.
The wood has an allowable normal stress of ale 2 ksi and
an allowable shear stress of Tatow - 200 psi.
1.5 kip/ft
6kN
6kN
2a
FIl-1
FII-4
FIl-2. Determine the minimum diameter d to the nearest
in. of the rod to safely support the load. The rod is made of
a material having an allowable normal stress of o- 20 ksi
and an allowable shear stress of rh - 10 ksi.
F1l-5. Determine the minimum dimension b to the nearest
mm of the beam's cross section to safely support the load.
The wood has an allowable normal stress of oow- 12 MPa
and an allowable shear stress of Tlow - 1.5 MPa.
3 kip ft
50 kN
5 kN-m
5 kN-m
-15 ft
-1.5 ft
3kip
m-
-1 m
FII-2
FIl-3. Determine the minimum dimension a to the nearest
mm of the beam's cross section to safely support the koad.
The wood has an allowable normal stress of ooe - 12 MPa
and an allowable shear stress of 7ow - 1.5 MPa.
Fl1-5
15 kN
F11-6. Select the lightest W410-shaped section that can
safely support the load. The beam is made of steel having
an allowable normal stress of olow - 150 MPa and an
allowable shear stress of w 75 MPa.
0.5 m
1m
150 kN
2m
FII-3
FIl-6

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