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You can learn on this Video The Principle of Permutation I Combination I Probability I Factorial. We solved and explained Sample Problem for better understanding. Feel Free to Like Share and Subscribe. God bless always Everyone.

A Simply Supported Beam with 6meters span and 300mm wide has an effective depth of 470mm. Design the number or Reinforcing Bar to support DL = 36kN/m and LL=50kN/m. Use Fy = 414 MPa and F’c = 28 MPa. Please Like, Subscribe and Share. Thank you and Godbless always.

A Simply Supported Beam with 4meters span and 300mm wide has an effective depth of 500mm. Determine the required number of 20mm bar in tension Zone to support DL = 22.75kN/m and LL=34.5kN/m. Use Fy = 414 MPa and F’c = 28 MPa. Answer: 3pcs 20mm diameter Rebar at Tension Zone. Please Like, Subscribe and Share. Thank you and Godbless always.

A Doubly Reinforced Beam 350mm wide has an effective depth of 530mm as shown and is reinforced with 4-32mm dia. rebar at Bottom and 2-20mm dia. at Top. Use Fy = 414 MPa for both Top and Bottom Bars and F’c = 28 MPa. Determine the Design Moment Capacity of the Beam. Analysis of Doubly Reinforced Beam I Tension Controlled I ACI Codes I Please Like, Share and Subscribe. Thank you!

A Singly Reinforced Beam 300mm wide has an effective depth of 500mm. It is reinforced with 3-20mm diameter rebar. Use Fy = 414 MPa and F’c = 28 MPa. Determine the Design Moment Capacity of the Beam. Analysis of Singly Reinforced Beam I Tension Controlled I ACI Codes I Please Like, Share and Subscribe. Thank you!

A pole 12 meter high is fixed on ground. It is subjected to a uniformly distributed lateral load of 0.6kN/m. Given: Pole Outside Diameter = 273mm Inside Diameter = 255mm Modulus of Elasticity, E=200GPa 1.) Compute the Maximum Shear Stress in the Pole 2.) Compute the Maximum Flexural Stress in the Pole 3.) How much Force (kN) is needed to be applied at free end to prevent its displacement Please...

Strength of Materials l Axial Deformation l Hooke's Law l Problem 214 l Tricky Problem in Simple Solution. The rigid bars AB and CD shown in Fig. P-214 are supported by pins at A and C and the two rods. Determine the maximum force P that can be applied as shown if its vertical movement is limited to 5 mm. Neglect the weights of all members. Please Subscribe for Upcoming Videos. Thank you and Ke...

Kinematics of Rigid Bodies l Solving General Plane Motion using Relative Velocity Method and Instantaneous Center Method. Please subscribe for more Videos. Thank you!

Let Us all Pray for Philippines this Good Friday l Father, Heal Our Land l Defeat Corona Virus 2019 l Please Subscribe to my TH-cam Channel. Thank you!

This tutorial Video will show us how to analyze 3D Static Forces. And is one of the most commonly problem given for Civil Engineering Board Exam. Enjoy Watching and Kindly Subscribe below for more upcoming tutorial Videos.

Sample Problem for Projectile Motion. Tricky Problem but only need simple solution. Please Subscribe for upcoming Tutorial Videos. Thank you!

Problem from November 2016 Civil Engineering Board Exam. Analysis of Gravity Dam. Don't Forget to Like and Subscribe for the New upcoming Engineering Tutorial Videos.

Sample Problem for the Combination of Projectile Motion and Linear Motion.

This Video will show you on How to Compute the Distance, Time, Acceleration, Velocity in a Tricky Problem. Hope you Enjoy Watching and Don't Forget to Subscribe Below for Upcoming New Engineering Tutorial Video. Keep Safe Everyone

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