A wood beam with cross-sectional dimensions X mm x Y mm is reinforced on its sides by steel plates 12 mm thick as shown in Figure Q5(b). The moduli of elasticity for the steel and wood are E: = 190 GPa and Ex=11 GPa, respectively. Also, the corresponding allowable stresses are o ;= 110 MPa and o, = 75 MPa. The parameter of X and Y are

A wood beam with cross-sectional dimensions X mm x Y mm is reinforced on its sides by steel plates 12 mm thick as shown in Figure Q5(b). The moduli of elasticity for the steel and wood are E: = 190 GPa and Ex=11 GPa, respectively. Also, the corresponding allowable stresses are o ;= 110 MPa and o, = 75 MPa. The parameter of X and Y are

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

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Problem 1.1MA

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Fire safety is a new domain emerged in the early 90s to enable the design of buildings, structures, and infrastructure against destruction through fire. It also includes the provisions of building codes. This field is mostly associated with the design and efficient planning of a building, to reduce the destruction caused by fire. The branch of engineering that deals with it for the safety of the buildings from destruction of fire, is known as fire safety engineering.

Question

PLEASE ANSWER QUICKLY WITHIN 30 MINUTES

12 mm
X
-Y
mm
mm
12 mm
12 mm
12 mm
(i)
(ii)
Figure Q5 (b)
Table Q5(b): Parameter of the board dimension
Student with EVEN last digits ofmatric number
Parameter
(AD20xxxZ)
Z = 0,2,4,6,8
300 mm
400 mm
mm

(b) A wood beam with cross-sectional dimensions X mm x Y mm is reinforced on its sides
by steel plates 12 mm thick as shown in Figure Q5(b). The moduli of elasticity for the
steel and wood are E: = 190 GPa and Ew = 11 GPa, respectively. Also, the corresponding
allowable stresses are o ;= 110 MPa and o, = 75 MPa. The parameter of X and Y are
given in Table Q5(b).
(i)
Calculate the maximum permissible bending moment Mmax When the beam is
bent about the z axis.
(ii)
Repeat part (i) if the beam is now bent about its y axis.

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