{"id":88536,"date":"2024-10-18T06:56:06","date_gmt":"2024-10-18T06:56:06","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784476857-2012\/"},"modified":"2024-10-24T20:19:58","modified_gmt":"2024-10-24T20:19:58","slug":"asce-9780784476857-2012","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784476857-2012\/","title":{"rendered":"ASCE 9780784476857 2012"},"content":{"rendered":"

Sponsored by the Engineering Mechanics Institute of ASCEPractical Approximate Analysis of Beams and Frames presents a new method for structural engineers to approximately analyze the mechanics of beams and frames. The approach, which complements the results produced by computer software, can be used to sketch deflected shapes and to estimate moment diagrams, deflections, influence lines, and moments of inertia, as well as to establish a framework for nondestructive evaluation of framed structures. This method is relatively short and simple, robust with good accuracy, memorable, and applicable to practical problems.With this approximate analysis method, engineers sketch the deformations of beams and frames, with an emphasis on qualitative precision. The resulting sketches reveal the behavior of structures in a visually rich and informative way. One advantage of this method is that it localizes all dimensional quantities in a few factors, so that only relative stiffness parameters need to be estimated. Each chapter contains examples of this method applied to produce summaries and ranges of behavior in a wide variety of realistic situations.For practicing structural engineers, the methods in this book are an illuminating and time-saving addition to traditional computer calculations. For engineering students, these methods emphasize the conceptual aspects of mechanical analysis, supplementing their training in structural analysis software programs.<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
6<\/td>\nContents <\/td>\n<\/tr>\n
10<\/td>\nPreface <\/td>\n<\/tr>\n
14<\/td>\n1 Approximate Analysis of Beams and Frames with no Sidesway
1.1 Introduction to Sketching <\/td>\n<\/tr>\n
17<\/td>\n1.2 Passive Members in Continuous Beams and Frames <\/td>\n<\/tr>\n
24<\/td>\n1.3 Beam with a Moment Applied at One End and Resisting at the Other <\/td>\n<\/tr>\n
29<\/td>\n1.4 Example: Continuous Beam with Moment Applied at Only One Node <\/td>\n<\/tr>\n
33<\/td>\n1.5 Outline of Approximate Method for Analyzing Structures with No Sidesway <\/td>\n<\/tr>\n
35<\/td>\n1.6 Beam with a Uniform Load <\/td>\n<\/tr>\n
52<\/td>\n1.7 Example: Uniform Load <\/td>\n<\/tr>\n
55<\/td>\n1.8 Beam with a Point Force <\/td>\n<\/tr>\n
79<\/td>\n1.9 Example: Point Force <\/td>\n<\/tr>\n
83<\/td>\n1.10 Comments and Examples on Multiple Loads <\/td>\n<\/tr>\n
91<\/td>\n1.11 Beam with Two or More Internal Hinges <\/td>\n<\/tr>\n
99<\/td>\n1.12 Beam with One Internal Hinge, a Moment Applied at One End and Resisting at the Other <\/td>\n<\/tr>\n
106<\/td>\n1.13 Beam with One Internal Hinge and a Uniform Load <\/td>\n<\/tr>\n
110<\/td>\n1.14 Beam with One Internal Hinge and a Point Force <\/td>\n<\/tr>\n
116<\/td>\n2 Approximate Analysis of Frames with Sidesway
2.1 The Cantilever and the Single Floor Portal Frame <\/td>\n<\/tr>\n
126<\/td>\n2.2 Approximate Analysis of Single Floor Frames Subject to a Horizontal Load <\/td>\n<\/tr>\n
135<\/td>\n2.3 Sketching Single Floor Portal Frames <\/td>\n<\/tr>\n
142<\/td>\n2.4 The Column with Rotary Springs and Moments at Both Ends <\/td>\n<\/tr>\n
152<\/td>\n2.5 Approximate Analysis of Multiple Floor Frames Subject to Horizontal Loads <\/td>\n<\/tr>\n
163<\/td>\n2.6 A Note on the Lumped Mass Model for Buildings <\/td>\n<\/tr>\n
171<\/td>\n2.7 Sketching Multiple Floor Frames Subject to Horizontal Loads <\/td>\n<\/tr>\n
182<\/td>\n2.8 Notes on Sidesway Due to Vertical Loads or Applied Couples <\/td>\n<\/tr>\n
196<\/td>\n3 Estimating Displacements in Beams and Frames
3.1 Maximum Vertical Displacements in Beams <\/td>\n<\/tr>\n
202<\/td>\n3.2 Estimating Moment of Inertia <\/td>\n<\/tr>\n
213<\/td>\n3.3 Relative Vertical Displacements versus Strain in Beams <\/td>\n<\/tr>\n
221<\/td>\n3.4 Side Displacements of Frames Subject to Side Loads <\/td>\n<\/tr>\n
235<\/td>\n3.5 Obtaining Rotary Stiffness Factors from Slope Measurements in Beams <\/td>\n<\/tr>\n
244<\/td>\n4 Approximate Influence Lines for Indeterminate Beams
4.1 Introduction to Influence Lines <\/td>\n<\/tr>\n
251<\/td>\n4.2 Exact Influence Lines for Statically Determinate Beams <\/td>\n<\/tr>\n
279<\/td>\n4.3 Approximate Influence Lines for Statically Indeterminate Structures <\/td>\n<\/tr>\n
326<\/td>\nAppendixes
A: Beams\u2014End-Moments and Inflection Points
A.1 Moment End-Loaded Beam <\/td>\n<\/tr>\n
328<\/td>\nA.2 Uniformly Distributed Load <\/td>\n<\/tr>\n
330<\/td>\nA.3 Point Force <\/td>\n<\/tr>\n
336<\/td>\nB: Column\u2014Shear Stiffness, End-Moments and Inflection Points
B.1 Cantilever <\/td>\n<\/tr>\n
337<\/td>\nB.2 Column for Single Story Building <\/td>\n<\/tr>\n
339<\/td>\nB.3 Column for MultiStory Building\u2014First Floor <\/td>\n<\/tr>\n
341<\/td>\nB.4 Column for MultiStory Building\u2014Top Floor (Top and Bottom Beams Similar) <\/td>\n<\/tr>\n
342<\/td>\nB.5 Column for MultiStory Building\u2014General Case <\/td>\n<\/tr>\n
344<\/td>\nC: Beams\u2014Deflections and Rotations
C.1 Displacements at Any Location <\/td>\n<\/tr>\n
347<\/td>\nC.2 Rotations at Any Location <\/td>\n<\/tr>\n
349<\/td>\nC.3 Uniform Load\u2014Mid Displacements <\/td>\n<\/tr>\n
351<\/td>\nC.4 Point Force\u2014Centrally Loaded\u2014Mid Displacements <\/td>\n<\/tr>\n
353<\/td>\nC.5 Point force\u2014Loaded Anywhere\u2014Mid Displacements <\/td>\n<\/tr>\n
356<\/td>\nC.6 Point Moment\u2014Loaded Anywhere\u2014Mid Displacements <\/td>\n<\/tr>\n
359<\/td>\nC.7 Cantilever\u2014Various Special Cases\u2014Displacements <\/td>\n<\/tr>\n
362<\/td>\nD: Useful Results for Influence Lines
D.1 Influence Lines for Vertical Force Reactions <\/td>\n<\/tr>\n
364<\/td>\nD.2 Influence Lines for Shear Forces
D.3 Influence Lines for Bending Moments <\/td>\n<\/tr>\n
366<\/td>\nD.4 Transition Member <\/td>\n<\/tr>\n
368<\/td>\nIndex
A <\/td>\n<\/tr>\n
369<\/td>\nB
C <\/td>\n<\/tr>\n
370<\/td>\nD
E <\/td>\n<\/tr>\n
371<\/td>\nF
H <\/td>\n<\/tr>\n
372<\/td>\nI
L <\/td>\n<\/tr>\n
375<\/td>\nM <\/td>\n<\/tr>\n
376<\/td>\nN <\/td>\n<\/tr>\n
381<\/td>\nO
P <\/td>\n<\/tr>\n
382<\/td>\nR <\/td>\n<\/tr>\n
383<\/td>\nS <\/td>\n<\/tr>\n
390<\/td>\nT
U <\/td>\n<\/tr>\n
391<\/td>\nV
W
Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Practical Approximate Analysis of Beams and Frames<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2012<\/td>\n391<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":88537,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-88536","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/88536","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/88537"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=88536"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=88536"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=88536"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}