For the singly reinforced beam section shown in **Figure-1** calculate the ultimate moment capacity, ** M_{u . }**Show detail calculation and express final result in

Given *f*_{c}^{'} = 50 MPa and *f _{sy}* = 500 MPa. All dimensions in Figure-1 are given in

**Figure 1 **

The doubly reinforced concrete beam (T- Section) shown in **Figure-2** is reinforced with 6N36 bars in tension and 2N24 bars in compression.

Given *f*_{c}^{'} = 32 MPa, and *f _{s}*

- Calculate the flange width,
where b = 900+20*b**n*

Take ** n** = last digit of your student number. For example: student number 19025679,

- Determine the ultimate moment capacity of the T- section beam. iii) Checks for the yielding of tensile steel and compression steel.

** (n** = last digit of your student number)

b = 900+20*n*

**Figure 2 **

A reinforced concrete beam supporting a storage floor. The beam carries a uniformly distributed (UDL) dead load of G = 25 kN/m and an imposed live load of Q = (8+3** n**) kN/m (where

Given, *f*_{c}^{'} = 40 MPa, *f _{s}*

- Calcualte the imposed live load, Q where Q = (8+3
) kN/m*n*

Take ** n** = last digit of your student number. For example: student number

19025679, ** n** = 9;

- Determine the short term deflection (∆
_{s}) at the mid section of the beam.

**Figure 3 **

EXTRACTS FOR MID‐TERM TEST

General

For transformed cracked section, singly reinforced beam

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