Given a triangular beam, f ' c 3 4 MPa and f y 4 1 5 MPa Determine the following Depth of compression block Distance of extreme compression fiber to the neutral axis C Ultimate moment capacity of the beam M n CLASSWORK Solve the previous problem, but this time the beam is inverted Find the Moment Capacity M n of the beam below f ' c 2 8 MPa f y 4 1 5 MPa Given the following data of a rectangular beam Width, b 3 0 0 m m Effective depth, d 5 0 0 m m Concrete Strength, f ' c 2 7 5 MPa Steel Strength, fy 4 1 5 MPa Service Loads Dead Load Moment 6 0 k N m Live Load Moment 8 0 k N m If necessary, the effective cover to the centroid of compression steel is 6 5 mm How many 2 5 mm tension and compression bars are needed

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Question: Given a triangular beam, f ' c = 3 4 MPa and f y = 4 1 5 MPa. Determine the following: Depth of compression

Given a triangular beam,

f^{'} c = 34

MPa and

f y =

415

MPa. Determine the following:

Depth of compression block

Distance of extreme compression fiber to

the neutral axis

C

Ultimate moment capacity of the beam.

\frac{M n}{?}

CLASSWORK

Solve the previous problem, but this time the beam is inverted.

Find the Moment Capacity

M n

of the beam below.f

'

= 28

MPa

f y = 415

MPa.

Given the following data of a rectangular

beam:

Width,

b = 300 m m

Effective depth,

d = 500 m m

Concrete Strength, f

'

= 27.5

MPa

Steel Strength, fy

= 415

MPa

Service Loads:

Dead Load Moment

= 60 k N - m

Live Load Moment

= 80 k N - m

If necessary, the effective cover to the centroid

of compression steel is

65

.

How many

25 -

mm tension and

compression bars are needed?

Given a triangular beam, f ' c = 3 4 MPa and f y

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