Given: Garacie ploor plan with specificatious.

SPECIFICATIOUS

FORH WORK PRODUCTION RATE $.$O$5$HRS$/$LF

$P_0=$

$46$ REBABS, $2$ RUNS

$\frac{1}{2^{\text{'}\text{'}}}\frac{?}{{?}_{\frac{?}{?}}\text{N}\text{C}\text{H}\text{O}\text{C}}$ BOL$7$S Q $24$ OC

$66\frac{8}{8}$ WWF$.$ WIRE MESH $750$ SF$/$ROll

$2$EA EXT DOORS $3080$

$2$EA DH WINDOWS $2030\frac{W}{4}$ LIES

$2$EA EXT GARAGE DOORS $4080$

F$.$LL $80\text{'}{110}^{\text{'}}{4}^{\text{'}\text{'}\text{'}}$ EXCAVATIOU

EATTH FWILHAS: $15\%$ SHRINKA $4E.$

Answer RuEafious I$-10$ Jhing INFORmation PROVIDET ABOVE. PRONIDE PQ ANSWERS ONLY WNLess otherwise ReQu$$sted$.$

A simply supported beam with a length of $4$ meters is subjected to a point load of $2000$ N applied at its center. The beam has a rectangular cross$-$section with a width of $60$ mm and a height of $100$ mm $.$ The material of the beam has a Young's modulus of $200$ GPa $.$ Select the correct options with respect to the:

Maximum bending stress in the beam.

Maximum deflection of the beam at its center.

Bending stress $=20\frac{N}{m}{m}^2$

Deflection $=3\mathrm{.}89mm$

Deflection $=2\mathrm{.}67mm$

Bending stress $=17\mathrm{.}9\frac{N}{m}{m}^2$

Deflection $=1\mathrm{.}73mm$

Bending stress $=35\frac{N}{m}{m}^2$