Civil engineering board and affiliate programs

  Design Procedure for One Way Slab Here are the steps for the Design Procedure for One Way Slab in steps.For those who do not know what are the design requirements of a slab design  There are two types of slab classification based on the direction of bending occurs in these slabs.The two classifications are one-way slab and two-way slab.The basic difference between these slabs are one-way slab bends only in one direction and two-way slab bends in two directions as shown in the below figure.  Design Procedure Steps for One Way Slab 1.Based on the stiffness requirement assume suitable depth and calculate the effective span 2.Calculate the loads acting on the slab. 3.Calculate factored moment and shear force by considering the one-meter width of the slab  For simply supported slab  Factored moment =Mu= Wu× l²/ 8 Shear Force = Vu = Wu×l / 2 4.Determine the minimum depth required to resist bending moment by equating  Mu= Mulim = k×fck×bd² b=1000mm k=0.138 For F...

      B ridges is to make a passage over an obstacle, river or valley. Classification of bridges is done based on the span, depth, topography of the region. There is a large number of classification of bridges based upon the function. Below are the most used types of bridges in the world.     Table Content 1.Classification of bridges based on the superstructure of the bridge a. Arch Bridge b. Girder Bridge c.Suspension Bridge d. Truss bridges 2. Classification of bridges based on the types of material a. RCC Bridge b. Timber bridge c. Steel Bridge d. Masonry bridges 3. Other types of bridges a. Over bridges b. Under bridges Let Us Discuss Briefly ''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''''...

  DESIGN PROCEDURES FOR A BUILDING FOUNDATION 1. DECIDE THE LOCATION OF COLUMNS & FOUNDATION AND TYPE OF LOADS ACTING ON THEM.(E.X DEAL LOAD,  LIVE LOAD OR WIND LOAD) 2. ESTIMATE ALLOWABLE BEARING PRESSURE OF SOIL USING GROUND INVESTIGATION REPORT. 3. DECIDE DEPTH OF FOUNDATION 4. CALCULATE FOUNDATION AREA 5. DETERMINE VARIATION IN VERTICAL STRESSES 6. CALCULATE SETTLEMENT 7. COST CONTROL 8. CONSIDER TIME 9. VARIATION IN GROUND CONDITION 1. DECIDE THE LOCATION OF COLUMNS & FOUNDATION AND TYPE OF LOADS ACTING ON THEM.(E.X DEAL LOAD,  LIVE LOAD OR WIND LOAD) On the building plan, the position of columns and load bearing walls should be marked, and any other induced loading and bending moments. The loads should be classified into dead, imposed and wind loading, giving the appropriate partial safety factors for these loads. 2. ESTIMATE ALLOWABLE BEARING PRESSURE OF SOIL USING GROUND INVESTIGATION REPORT. From a study of the site ground investigation (if available), th...