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**Question Help 1**

The beam below is a 250UB25.7kg structural steel section. Take Youngs Modulus (E) for the steel to be 200GPa. Use the *Beam Deflections and Slopes* table in Hibbeler to calculate the deflection at C, that is at x=L/2 and the slope of the beam at A (where x=0).**Question Help 2**

In the frame ABCD below, B is a rigid joint. Determine the support reactions and the bending moment in the frame at B and at C**Question Help 3**

In the 3-pin frame ABCDE below, B and D are is rigid joints, and C is a pin. Determine:

(a) the support reactions;

(b) the bending moment in the frame at B and at C;

(c) the shear at support A, joint C and support E.

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Question Help 1The beam below is a 250UB25.7kg structural steel section. Take Youngs Modulus (E) for the steel to be 200GPa. Use the Beam Deflections and Slopes table in Hibbeler to calculate the deflection at C, that is at x=L/2 and the slope of the beam at A (where x=0).Question Help 2In the frame ABCD below, B is a rigid joint. Determine the support reactions and the bending moment in the frame at B and at CQuestion Help 3In the 3-pin frame ABCDE below, B and D are is rigid joints, and C is a pin. Determine: (a) the support reactions; (b) the bending moment in the frame at B and at C; (c) the shear at support A, joint C and support E.

Answered Same DayDec 20, 2021

TTs220512_Mik26530_24

Question Help 1

The beam below is a 250UB25.7kg structural steel section. Take Youngs Modulus (E) for the

steel to be 200GPa. Use the Beam Deflections and Slopes table in Hi

eler to calculate the

deflection at C, that is at x=L/2 and the slope of the beam at A (where x=0).

Solution:

w = 10 kN/m = 10 N/mm L = 9 m = 9000 mm

E = 200 GPa = 200 × 10

3

N/mm

2

P = 20 kN = 20000 N

x = L/2 = 4.5 m = 4500 mm

From properties of 250UB25.7kg...

Question Help 1

The beam below is a 250UB25.7kg structural steel section. Take Youngs Modulus (E) for the

steel to be 200GPa. Use the Beam Deflections and Slopes table in Hi

eler to calculate the

deflection at C, that is at x=L/2 and the slope of the beam at A (where x=0).

Solution:

w = 10 kN/m = 10 N/mm L = 9 m = 9000 mm

E = 200 GPa = 200 × 10

3

N/mm

2

P = 20 kN = 20000 N

x = L/2 = 4.5 m = 4500 mm

From properties of 250UB25.7kg...

SOLUTION.PDF## Answer To This Question Is Available To Download

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