Nagaraju Naga

Anna University, Hydrology and Water Resource Engineering, Graduate Student

Sri Venkateswara University, Civil Engineering, Undergraduate

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Phone: 9966255386
Address: Papanaidupet (Vill & Post), Yerpedu Mandal, Chittoor District, Andhra Pradesh-517526

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University of Tennessee Knoxville

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University of Wisconsin-Madison

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Adam Mickiewicz University in Poznań

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Papers by Nagaraju Naga

Experience of Management of Bridges Prior to and Post Evaluation of BMS on NH network of India

Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges, 2018

Airport Engineering: Planning, Design and Development of 21st Century Airports

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Structural Analysis_ACE Academy GATE Material

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Transportation Engineering_ACE Academy GATE Material

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Surveying_ACE Academy GATE Material

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Reinforced Cement Concrete_ACE Academy GATE Material

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Hydrology_ACE Academy GATE Material

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Strength of Materials_ACE Academy GATE Material

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Irrigation_ACE Academy GATE Material

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Environmental Engineering_ACE Academy GATE Material

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Geotechnical Engineerin ACE Academy GATE Material

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Fluid Mechanics ACE Academy GATE Material

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Surveying Vol-2 by B.C.Punmia,Ashok Kumar Jain & Arun Kumar Jain

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SURVEYING Vol-1 by B.C.Punmia,Ashok Kumar Jain & Arun Kumar Jain

SURVEYING Vol-1 & Vol-2

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Harbour Dock and Tunnel Engineering by R srinivasa

It gives me great pleasure to write a foreword to this valuable book which has been written by Pr... more It gives me great pleasure to write a foreword to this valuable book which has been written by Professor R. Srinivasan on the subjects of Harbour, Dock and Tunnel Engineering. There are a number of books on these subjects which have been written by many specialists, both on the continent and in the United States of America. Thes books are more or less reference books for the us of practising engineers in the profession. As textbooks for young engineering students, they are of course very valuable, when the course calls for a study of fewer subjects and the syllabus demands detailed study in the subject of specialisation, as in foreign universities. They are also prohibitively costly for Indian students preparing for the various examinations of the universities in India. For such students, this book is a boon.

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Airport Engineering Planning, Design, and Development of 21st

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Strength of Materials by R.K.Bansal

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Strength Of Materials by S.Ramamrutham

Strength Of Materials

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Advance reinforced concrete design by verghis

Advance reinforced concrete design

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Estimating Costing by Chakraborti

Estimating Costing

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Experience of Management of Bridges Prior to and Post Evaluation of BMS on NH network of India

Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges, 2018

Airport Engineering: Planning, Design and Development of 21st Century Airports

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Structural Analysis_ACE Academy GATE Material

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Transportation Engineering_ACE Academy GATE Material

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Surveying_ACE Academy GATE Material

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Reinforced Cement Concrete_ACE Academy GATE Material

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Hydrology_ACE Academy GATE Material

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Strength of Materials_ACE Academy GATE Material

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Irrigation_ACE Academy GATE Material

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Environmental Engineering_ACE Academy GATE Material

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Geotechnical Engineerin ACE Academy GATE Material

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Fluid Mechanics ACE Academy GATE Material

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Surveying Vol-2 by B.C.Punmia,Ashok Kumar Jain & Arun Kumar Jain

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SURVEYING Vol-1 by B.C.Punmia,Ashok Kumar Jain & Arun Kumar Jain

SURVEYING Vol-1 & Vol-2

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Harbour Dock and Tunnel Engineering by R srinivasa

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Airport Engineering Planning, Design, and Development of 21st

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Strength of Materials by R.K.Bansal

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Strength Of Materials by S.Ramamrutham

Strength Of Materials

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Advance reinforced concrete design by verghis

Advance reinforced concrete design

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Estimating Costing by Chakraborti

Estimating Costing

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DESIGN OF RCC STRUCTURAL ELEMENTS VOL-I by S.S.BHAVIKATTI

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Theory_of_Structures_by_B.C.PUNMIA_A.K.JAIN_JAIN

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Structural Analysis-II, 4th Edition

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Structural Analysis-I by S.S.BHAVIKATTI

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Strength_of_Materials_Part_2_by_S.TIMOSHENKO

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Strength of Materials by S.RAMAMRUTHAM

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Strength of Materials by S.K.MONDAL

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Strength of Materials by R.K.BANSAL

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Steel Tables by R.AGOR

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Steel Structures Design and Practice by N.SUBRAMANIAN

A area of cross section; surface area of cladding A , area of bolt; gross area of horizontal boun... more A area of cross section; surface area of cladding A , area of bolt; gross area of horizontal boundary elements in SPSW Abr required bearing area A , minor diameter area of the bolt; gross area of vertical boundary elements in SPSW A , area of diagonal member A, effective cross-sectional area; effective frontal area in wind A, moment amplification factor As total flange area of the smaller connected column; floor area; required area of flange plates A, gross cross-sectional area A,, gross cross-sectional area of flange A,, gross cross sectional area of outstanding leg A , design horizontal seismic coefficient A, design horizontal acceleration spectrum value of mode k A, net area of the total cross section A,, net tensile cross sectional area of bolt A,, net cross sectional area of the connected leg A,, effective net area A,, net cross sectional area of each flange A,, net sectional area of outstanding 1% A, initial cross-sectional area of tensile test coupon A, cross-sectional area of the stiffener in contact with the flange A, tensile stress area A,, shank gross cross sectional area (nominal area) of a bolt A , area of stiffener A, total area of the compartment in fire A,, gross sectional area in tension from the centre of the hole to the toe of the angle perpendicular to the line of force (block shear failure) A,, net sectional area in tension from the centre of the hole to the toe of the angle perpendicular to the line of force (block shear failure) A, sheararea A,, gross cross sectional area in shear along the line of transmitted force (block shear failure) A,, net cross sectional area in shear along the line of transmitted force (block shear failure) A , effective cross-sectional area of weld; window area; effective area of walls; area of web a, b larger and smaller projection of the slab base beyond the rectangle considering the column, respectively Downloded From : www.EasyEngineering.net Downloded From : www.EasyEngineering.net w w. E a s y E n g i n e e r i n g. n e xvi Design of Steel Structures a, peak acceleration a, unsupported length of individual elements being laced between lacing points B breadth of flange of I-section; length of side of cap or base plate of a column B, background factor b, outstand/width of the element b, stiff bearing length; stiffener bearing length be effective width of flange between pair of bolts b, width of column flange bf breadth or width of the flange bp panel zone width between column flanges at beam column junction b, shear lag distance; stiffener width b,, average breadth of the structure between heights s and h b,, average breadth of the structure between heights 0 and h b, width of tension field b, width of outstanding leg C centre-to-centre longitudinal distance of battens; coefficient related to thermal properties of wall, floor, etc.; spacing of transverse stiffener; moisture content of insulation C , equivalent uniform moment factor Cdyn dynamic response factor C, effective width of interior patch load C> frictional drag coefficient Cf C,, crosswind force spectrum coefficient Ci specific heat of insulation material C,, lateral horizontal load for cranes C, coefficient of thermal expansion; equivalent moment factor Cp cost of purlin Cpe external pressure coeficient Cpi internal pressure coefficient C, cost of roof covering force coefficient of the structure C, specific heat of steel C, cost of truss c, moment reduction factor for lateral torsional buckling strength calculation ' Ly, A, non-dimensional slenderness ratio about respective axis ; 1 , non-dimensional web slenderness ratio for shear buckling p Poisson's ratio; shape coefficient or factor for snow load pc correction factor; capacity reduction factor for fatigue + coefficient of friction (slip factor) p, capacity reduction factor for nonredundant load path 8' non-dimensional rotation parameter 8 ratio ofthe rotation at the hinge point to the relative elastic rotation of the far end of the beam segment containing plastic hinge, upwind slope of ground ep plastic rotation 8, rotation of semi-rigid joint ps density of steel pi dry density of insulation p,' effective density of insulation = eje, s Stefon-Boltzmann constant z actual shear stress for the detail category zb shear stress corresponding to buckling z , , elastic critical shear buckling stress z , equivalent shear stress zf fatigue shear stress range for N,, cycle zfd design fatigue shear strength z , , highest shear stress range zfn fatigue shear stress range at 5 x 1 O6 cycles for the detail category z , shear stress range at cutoff limit z , grout-concrete bond strength zvf shear stress in the weld due to vertical force

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RCC Designs by B.C.PUNMIA, A.K.JAIN & JAIN

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Prestressed concrete

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Mechanics of Solids by S.S.BHAVIKATTI

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Finite Element Analysis by S.S.BHAVIKATTI

Finite Element Analysis was developed as a numerical method of stress analysis, but now it has be... more Finite Element Analysis was developed as a numerical method of stress analysis, but now it has been extended as a general method of solution to many complex engineering and physical science problems. As it involves lot of calculations, its growth is closely linked with the developments in computer technology. Now-a-days a number of finite element analysis packages are available commercially and number of users is increasing. A user without a basic course on finite element analysis may produce dangerous results. Hence now-a-days in many M.Tech. programmes finite element analysis is a core subject and in undergraduate programmes many universities offer it as an elective subject. The experience of the author in teaching this course to M.Tech (Geotechnical Engineering) and M.Tech.

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