Question: Problem 3 : The beam shown below is loaded by service ( unfactored ) , dead load of 5 0 K N m and service

Problem 3: The beam shown below is loaded by service (unfactored), dead load of 50KNm and service live load of 30KNm design the beam for flexure and draw the cross-section a-a and longitudinal section after reinforced the beam. given the following information: fc'=24MPa,fy=420MPa, diameter of stirrups =10mm and the cover of concrete =4cm.
Problem 3 : The beam shown below is loaded by

Step by Step Solution

There are 3 Steps involved in it

1 Expert Approved Answer
Step: 1 Unlock blur-text-image
Question Has Been Solved by an Expert!

Get step-by-step solutions from verified subject matter experts

Step: 2 Unlock
Step: 3 Unlock

Students Have Also Explored These Related Civil Engineering Questions!

Q:

Consider the interior T-beam which is part of the floor system shown in the Figure 2. The floor supports a service (unfactored) dead load of 6 kPa (includes self-weight) and a service (unfactored)...

Q:

A continuous T - beam is shown in Figure 1 below, supports unfactored dead load of 2 4 k N m from the slab load and finishes, and an imposed load of 5 k N m ( unfactored ) . Given the beam cross -...

Q:

Problem 3 : The beam shown below is laterally braced only at the ends. The 3 0 kip load is a service live load. Use F y = 5 0 ksi and determine whether a W 1 4 x 3 8 is adequate considering LRFD...

Q:

Problem #1: A designer designed a 5-story, 3 bay building using reinforced concrete frame system. The dimensions and the cross-section details of the beams at the second story of the building are...

Q:

A designer designed a 5-story, 3 bay building using reinforced concrete frame system. The dimensions and the cross-section details of the beams at the second story of the building are shown in the...

Q:

Can someone do condition 3 1) Consider the pinned-pinned column in compression (Fig. 1) for the following weak-axis lateral bracing conditions: CONDITION 1: No bracing CONDITION 2: Bracing at...

Q:

Question 1 Check the stability of the cantilever retaining wall shown in Figure 1 . 1 . The wall support a granular material of saturated density 1 7 0 0 k g m 3 . Coefficient of active pressure is 0...

Q:

A cantilevered reinforced concrete beam is shown in Figure 1. Similar beams are spaced at 3 m o/c. The concrete is of normal density and has a strength of 25 MPa. All rebars will be epoxy coated and...

Q:

For the 8.0m simply supported beam shown in figure below, calculate the immediate deflection due to live load It is given that service dead load on beam, not including own weight, 14kN/m, service...

Q:

Refer to Problem 15.8. If an additional requirement is that the factor of safety against uplift is at least 4 with the dead load on (live load = 0), what should be the diameter of the bell? Problem...

Q:

The demand (Qd) and supply (Qs) equations for a good X are given by: - Qd = 3000 20p Qs = -1500 + 25p, where P = Price (i) Draw the demand and supply curves on a graph. (5 marks) (ii) Find the...

Q:

Demand regression project econ 4570 data: elecdemanddata.xls under demand project data on d2l 1. using the data file above, run a linear regression of dependent variable: milkwh explanatory...

Q:

The most widely used tool for evaluating jobs is the ranking method the job classification method the broadbanding method the point method

Q:

Morganton Company makes one product and it provided the following information to help prepare the master budget: The budgeted selling price per unit is $65. Budgeted unit sales for June, July,...